WorldWideScience

Sample records for geologic engineering

  1. Engineering Geology.

    Science.gov (United States)

    Ivey, John B.

    1983-01-01

    Engineering geology activities in government and the private sector are highlighted. Also highlighted are conferences in this field, awards presented at conferences (including an award to an undergraduate geology student), and a new publication "Geotechnology in Massachusetts." (JN)

  2. ENGINEERING GEOLOGY

    Institute of Scientific and Technical Information of China (English)

    2014-01-01

    <正>20140498An Shize(Sichuan Institute of Geological Engineering Investigation,Chengdu610072,China);Liu Zongxiang On the Failure Mechanism of a Bedding Landslide in Northeast Sichuan(Journal of Geological Hazards and Environment Preservation,ISSN1006-4362,CN51-1467/P,24(1),2013,p.14-19,2illus.,9refs.)Key words:bedding faults,landslides The landslide was caused by excavation engineering.The failure mechanism is explored for slopes with soft interlayer in the red

  3. ENGINEERING GEOLOGY

    Institute of Scientific and Technical Information of China (English)

    2009-01-01

    <正>20091943 Cao Zubao(Xi’an Branch of China Coal Research Institute,Xi’an 710054,China);Zhu Mingcheng Application of Pipe-Roof Curtain Grouting in Construction of Coal Mine Tunnel Crossing the Fractured Zone(Exploration Engineering,ISSN1672-7428,CN11-5063/TD,35(8),2008,p.79-81,3 illus.,4 refs.,with English abstract)Key words:curtain grouting20091944 Chen Changfu(Civil Engineering College,Hunan University,Changsha 410082,China);Xiao Shujun Application of Weighted Residual Method in Whole Internal Force Calculation of Anti-Slide Pile(Hydrogeology and Engineering Geology,ISSN1000-3665,CN11-2202/P,35(4),2008,p.75-79,3 illus.,9 refs.)Key words:slide-resistant

  4. Geology and bedrock engineering

    Energy Technology Data Exchange (ETDEWEB)

    NONE

    1985-11-15

    This book deals with geology of Korea which includes summary, geology in central part and southern part in Korea and characteristic of geology structure, limestone like geology property of limestone, engineered property of limestone, and design and construction case in limestone area. It also introduces engineered property of the cenozoic, clay rock and shale, geologic and engineered property of phyllite and stratum.

  5. ENGINEERING GEOLOGY

    Institute of Scientific and Technical Information of China (English)

    2015-01-01

    20152724 Chen Dan(State Key Laboratory of Geohazard Prevention and Geoenvironment Protection,Chengdu University of Technology,Chengdu 610059,China);Fu Ronghua Study on the Responses of Landslide to Earthquake:Taking Kudiguazi Landslide as an Example(Geological Journal of China Universities,

  6. ENGINEERING GEOLOGY

    Institute of Scientific and Technical Information of China (English)

    2012-01-01

    <正>20122683 Cao Guangpeng ( State Key Laboratory of Geohazard Prevention and Geoenvironment Protection,Chengdu University of Technology,Chengdu 610059,China );Li Yusheng A Rock-Mechanical Study on the Stability of the Xigu Power Transmission Sta-tion Site in Jiulong County,Sichuan Province ( Journal of Geological Hazards and Environment Preservation,ISSN1006-4362,CN51-1467 / P,22 ( 4 ), 2011,p.46-49,2illus.,3 tables,5refs. )

  7. HYDROGEOLOGY & ENGINEERING GEOLOGY

    Institute of Scientific and Technical Information of China (English)

    2005-01-01

    <正>(1) HYDROGEOLOGY 20051014 Duan Yonghou (China Institute of Geo - Environment Monitoring, Beijing ) ; Wang Jiabin Groundwater Resources and Its Sustainable Development in Tianjin, China ( Hydrogeology & Engineering Geology, ISSN 1000-3665, CN11-2202/P, 31(3), 2004, p. 29 -39, 8 illus. , 7 tables, 8 refs. , with English abstract) Key words: water supply, groundwater resources, Tianjin

  8. HYDROGEOLOGY & ENGINEERING GEOLOGY

    Institute of Scientific and Technical Information of China (English)

    2004-01-01

    <正>(1) HYDROGEOLOGY20041696 Bian Jinyu (Department of Earth Sciences, Nanjing University, Nanjing, Jiangsu); Fang Rui Analysis of Controlling Factors of Ground water Quality in Yancheng Area, Jiangsu Province, China (Hydrogeolo gy & Engineering Geology, ISSN 1000 -3665, CN11-2202/P, 30(5), 2003, p. 56 - 60, 1 illus. , 4 tables, 5 refs. ) Key words: groundwater quality evaluation, Jiangsu Province

  9. Principles of engineering geology

    Energy Technology Data Exchange (ETDEWEB)

    Attewell, P.B.; Farmer, I.W.

    1976-01-01

    This book discusses basic principles as well as the practical applications of geological survey and analysis. Topics covered include the mechanical and physical response of rocks, rock masses and soils to changes in environmental conditions, and the principles of groundwater flow. The core of the book deals with the collection of geological and technical data, its subsequent analysis, and application to design. The combination of rigorous and detailed discussion of theory and well-illustrated examples made the book an indispensable reference source and ideal course book for both geologists and civil engineers.

  10. HYDROGEOLOGY & ENGINEERING GEOLOGY (2)ENGINEERING GEOLOGY

    Institute of Scientific and Technical Information of China (English)

    2008-01-01

    <正>20082639 Bai Jianguang(National Laboratory of Geo—Hazard Prevention and Geo—Envi- ronment Protection,Chengdu University of Technology,Chengdu 610059,China);Xu Qiang Study on Influence Factors of Bank Collapse in the Three Gorges Reservoir with Physical Modeling(The Chinese Journal of Geological Hazard and Control,ISSN1003—8035,CN11—2852/P,18(1),2007,p.90—94,8 illus.,3 tables,5 refs.) Key words:reservoir bank slump,Yangtze River Valley

  11. HYDROGEOLOGY & ENGINEERING GEOLOGY (2)ENGINEERING GEOLOGY

    Institute of Scientific and Technical Information of China (English)

    2007-01-01

    <正>20071446 Kazue Tazaki(Graduate School of Natural Science and Technology,Kanazawa University,Kakuma,Kanazawa,Ishikawa 920-1192,Japan);Hiroaki Watanabe Hy- drocarbon-Degrading Bacteria and Paraffin from Polluted Seashores 9 Years after the Nakhodka Oil Spill in the Sea of Japan(Acta Geologica Sinica(English Edition)——Jour- nal of the Geological Society of China,ISSN 1000-9515,CN11-2001/P,80(3),2006, p.432-440,6 illus.,54 refs.,with English abstract)

  12. Engineering geology and environmental protection

    Energy Technology Data Exchange (ETDEWEB)

    Sergeev, E.M.

    1979-01-01

    A classification is made of the anthropogenic processes in the environment into global, local, universally distributed, zonal, regional, and essentially local processes. Engineering geology is defined as the principal science concerned with the study of the geological medium which in turn involves the study of fossil fuel geology. 22 references.

  13. Mineral resources and engineering geology

    Energy Technology Data Exchange (ETDEWEB)

    Sasaki, A.

    1985-01-01

    This volume of ''applied geology'' presents an overview of the fields of economic (ore) geology and engineering geology. The first half of the book offers a geologic and geochemical summary of ore forming processes, covering both metallic and fossil fuel resources with an emphasis on their ties to the evolution of the earth's crust. Case studies are given for both continental North America and the circum-Pacific arc-trench system. The second section provides coverage of the basic principles of contemporary engineering geology, specifically in a mobile belt such as the islands of Japan. Case histories are also included.

  14. Geology and geological engineering at Syncrude

    Energy Technology Data Exchange (ETDEWEB)

    O' Donnell, N.

    1988-01-01

    This paper outlines the geology of the Athabasca oil sand deposit and describes the activities of the Mine Geology Section of Syncrude Canada, which operates an oil sand mine in that deposit. The Section serves the mine by providing information in support of a variety of operating functions. It is composed of five specialized teams, each one concerned with accurate, detailed data of practical value. Recognition of the unique geological and geotechnical characteristics of each portion of the base mine is reflected in the approach to the work. The Highwall Mapping and Geological Interpretation Team supports three mine planning groups, geotechnical engineering and dragline operations. Ore grading supplies reserve quality and quantity data to planners and to extraction technical staff covering terms ranging from daily to 25 years. The Overburden and Granular Resources Team provides overburden engineering with the information needed for planning of stripping operations, and ensure valuable sand and gravel reserves are identified for mine haul roads and other construction needs. The Hydrogeology and Groundwater Team supports the depressurization operation and environmental monitoring of tailings operations in conjunction with Environmental Affairs. The Drill Programs Team collects data which the other four teams utilize in the course of carrying out their responsibilities. 30 refs., 14 figs.

  15. HYDROGEOLOGY & ENGINEERING GEOLOGY

    Institute of Scientific and Technical Information of China (English)

    2009-01-01

    <正>20091306 Dong Hengbi(Geological Survey of Shaanxi Province,Xi’an 710054,China);Hu Xuesheng Geological Setting of Geotechnical Erosion in the Helong Portion at the Middle Reaches of Yellow River(Geology of Shaanxi,ISSN1001-6996,CN61-1150/ P,26(1),2008,p.69-75,4 refs.,with English abstract) Key words:soil erosion,Yellow River

  16. Engineering geology of construction

    Energy Technology Data Exchange (ETDEWEB)

    Eddleston, M.; Walthall, S.; Cripps, J.C.; Culshaw, M.G. [eds.] [North West Water Engineering, Risley (United Kingdom)

    1995-12-31

    The book examines, in detail, the input of engineering geologists to the construction sequence on UK and international projects. The book provides an authoritative mix of overviews and detailed case histories. It presents valuable information relating to modern geotechnical construction processes from around the world. The contributions are drawn from a wide variety of projects, including foundations, highways, tunnelling and excavations. The book contains 35 chapters divided into sections headed: introduction; construction of foundations; highway construction; tunnels; excavations and slopes; and the professional engineering geologists. The majority of papers presented at the conference are included plus a series of specially commissioned papers. Four papers have been abstracted separately for the IEA Coal Research CD-ROM.

  17. Engineering Geological Structures of the Earth

    Science.gov (United States)

    Trofimov, V. T.; Averkina, T. I.

    The term "engineering geological structure" has been defined. Contents, causes, and distinguishing features and hierarchic classification of these structures and the logical set of engineering geological structures of the globe are also discussed. The regularities of spatial distribution of engineering geological super-, mega-, macro-, and meso-structures of the Earth and its continents have been described.

  18. Engineering geology of waste disposal

    Energy Technology Data Exchange (ETDEWEB)

    Bentley, S.P. [ed.] [University of Wales, Cardiff (United Kingdom). School of Engineering

    1996-12-31

    This volume covers a wide spectrum of activities in the field of waste disposal. These activities range from design of new landfills and containment properties of natural clays to investigation, hazard assessment and remediation of existing landfills. Consideration is given to design criteria for hard rock quarries when used for waste disposal. In addition, an entire section concerns the geotechnics of underground repositories. This covers such topics as deep drilling, in situ stress measurement, rock mass characterization, groundwater flows and barrier design. Engineering Geology of Waste Disposal examines, in detail, the active role of engineering geologists in the design of waste disposal facilities on UK and international projects. The book provides an authoritative mix of overviews and detailed case histories. The extensive spectrum of papers will be of practical value to those geologists, engineers and environmental scientists who are directly involved with waste disposal. (UK).

  19. Engineering geology as applied to highway construction

    Science.gov (United States)

    Gard, Leonard M.

    1955-01-01

    A geologic study of the site for a relocated segment of State Highway 93 northwest of Denver Colo., was made by by the Engineering Geology Branch of the U.S. Geological Survey as a demonstration of the applicability of geologic mapping to problems of highway construction. The relocated segment provides access to the Rocky Flats plant of the Atomic Energy Commission.  

  20. Proceedings, fifth international congress, International Association of Engineering Geology

    Energy Technology Data Exchange (ETDEWEB)

    1986-01-01

    4 volumes containing papers presented at a conference on geologic engineering. Subjects discussed include the following: engineering geological investigations of rock masses for civil engineering projects and mining operations; engineering geological problems related to foundations and excavations in weak rocks; engineering geological aspects of foundations in soils; engineering geological problems related to hydraulic and hydroelectric developments; engineering geology in the development of road, railroad, coastal and offshore projects; engineering geological aspects in environment planning and urban areas. Relevant papers are abstracted separately.

  1. Engineering geology for constructional engineers. Ingenieurgeologie fuer Bauingenieure

    Energy Technology Data Exchange (ETDEWEB)

    Klengel, K.J.; Wagenbreth, O.

    1982-01-01

    After a comprehensive review of minerals rocks, endogenic and exogenic processes and an outline of geological history, the authors proceed to discuss the problems of general and applied engineering geology. Central fields of interest are the characteristics of building foundations and changes of these, analysis of foundation soil, and the application of engineering geology in the various branches of constructional engineering. In particular, the engineering-geological aspects of rock mining are stressed as well as the bearing capacity and stability of foundation soil.

  2. Engineering Geology of Limestone in Malaysia

    Institute of Scientific and Technical Information of China (English)

    2001-01-01

    This paper provides an overview of the engineering geology of limestone. Limestone is of rather wide occurrence in Malaysia. It is interesting in view of the unique landforms and karstic features that are encountered in limestone terrains, e.g. steep, subvertical limestone cliffs rising abruptly and majestically above the ground surface and highly variable and pinnacled subterranean limestone bedrock. The karstic features and associated engineering geological problems of both the limestone hills and the bedrock are discussed in the paper. Rockfalls, sinkholes, cavities, etc. are some of the common engineering geological problems associated with limestone terrains. Some local case studies are provided as illustrations. Finally the rock mechanical properties of limestone is discussed at the end of the paper.``

  3. The interplay between geotechnical engineering and engineering geology

    Energy Technology Data Exchange (ETDEWEB)

    NONE

    1995-05-01

    The proceedings of the eleventh European conference on soil mechanics and foundation engineering held in Copenhagen on May 28th - June 1st, 1995, comprise papers on the measurement of soil/soft rock properties, artificial soils and waste products, the use of soil/soft rock properties, the identification and monitoring of geo-hazards, numerical modelling and information technology, special problem soils/soft rocks and the interplay between geotechnical engineering and engineering geology. (AB)

  4. ENGINEERING GEOLOGY PROPERTIES OF 'KONJSKO' TUNNEL

    Directory of Open Access Journals (Sweden)

    Ivan Grabovac

    2004-12-01

    Full Text Available Investigation works for the design of the Konjsko Tunnel with two pipes, part of the Split-Zagreb Motorway, provided relevant data on rock mass and soil properties for construction of the prognose engineering-geological longitudinal sections. West tunnel portals are situated in tectonically deformed and partly dynamically metamorphosed Eocene flysch marls, while east ones are located in Senonian limestones. There is an overthrust contact between flysch marls and limestones. With the beginning of the excavations, rock mass characteristics were regularly registered after each blasting and actual longitudinal engineering-geological cross-sections were constructed as well as cross-sections of the excavation face. There were some differences between prognosticated and registered sections since it was infeasible to accurately determine the dip of the overthrust plane that was at shallow depth below the tunnel grade line and also due to the occurrence of transversal faults that intersected the overthrust. Data collected before and during the tunnel construction complemented the knowledge on geological structure of the surroundings and physical-mechanical characteristics of strata (the paper is published in Croatian.

  5. FEMALE STUDENTS IN ENGINEERING Geology, Mining, and Petroleum Engineering Comparison

    Directory of Open Access Journals (Sweden)

    Jasminka Lažnjak

    1997-12-01

    Full Text Available Engineering professions genceraly went last decades through process of feminization, but not equaly. The article is focused on one of the most male dominant profession - mining, geology and petroleum engineering (MGPE. This study will examine the percentage of female students and graduates from mining college and their achievement on udergraduate level in eleven years period. Data show a significant differences in female students enrolment among geology (35% women and mining and petroleum engineering (14% women. The theoretical background in explanation why women are marginal group in MPE is based on two different approaches: technological determinism and social shaping of technology. The role of technology in altering of women position in society is significant. The social construction of technology thesis stresses social factors and interests of main actors which in this case include the reproduction of tradilional value system and occupational segregation.

  6. Engineering geology and geomechanics as fundamentals of rock engineering

    Energy Technology Data Exchange (ETDEWEB)

    Mueller, L. (ed.)

    1982-01-01

    Topics covered included modelling of flexural slip phenomena, statistical methods in engineering geology, design of tunnels, calculating strength properties of jointed clay, retaining measures and foundations in rock slopes, slope design for open pit mines, slopes of dams, use of convergency and workability of coal as indication of rock bursts, deformation in bearing rock mass mechanical drivage of tunnels, and control of water inflows during construction of tunnels. Two papers have previously been abstracted.

  7. Engineering, geology hike Black Bayou reserves

    Energy Technology Data Exchange (ETDEWEB)

    Bleakley, W.B.

    1971-01-04

    New wells drilled in strategic locations, combined with well-engineered attic-oil recovery projects, have added more than 20 million bbl of recoverable oil to Shell Oil Co's reserves in Black Bayou field, Cameron Parish, Louisiana. Development wells discover the small reservoirs in the highly faulted field and up dig gas injection assures Shell of getting all the oil possible. A continuous review of the field's geology, constantly updated with information from each new well, contributes to the program's sucess. In the last 10 yr, the combination of reservoir engineering and geology came up with 71 new wells, added 20 million bbl to the field's reserves, and increased production rate from 1,000 to 9,000 bpd. All this from a field that is celebrating its forty-first anniversary. Black Bayou is the oldest Shell-discovered field in Louisiana. It is a piercement-type salt dome with production confined to narrow bands around the periphery of the salt. The dome is bisected by a major NW.-dipping fault, and is further complicated by at least 30 radial faults. There are 26 productive oil sands of sands of Miocene and Oligocene age. Cumulative production from the field as of Nov. 1, 1970, is approx. 34 million bbl oil. Ultimate recovery for the field is estimated at 50 million bbl oil.

  8. Methodological fundamentals for studying engineering geology of USSR Artic shelves

    Energy Technology Data Exchange (ETDEWEB)

    Neizvestnov, Ya.V.

    1981-01-01

    Theoretical achievements of domestic engineering geology make it possible to substantiate a new approach to investigating regional engineering-geological conditions of the shelf zones. The feature of the methodology of this approach is advanced to the forefront of deductive methods of research, derivation from true premises. Aspects of geological history and logically necessary (engineering-geological) conclusions are adopted as these premises. The use of principles of system-structural approach in formulating a technique for forecasting evaluation makes it possible to separate the total problem into a number of subproblems consisting of forecasting engineering-geological evaluation of rocks, underground water, modern geological processes and phenomena for each spatial element of the natural object with subsequent synthesis of special forecasts. A technique is presented for forecasting engineering-geological conditions. Attention is drawn to the need to take into consideration the polar type of lithogenesis in the engineering-geological evaluation of Quaternary deposits. General method conclusions are examined for predicting the amount of bed pressure of artesian waters and parameters of the subaqual frozen ground zone.

  9. Geologic aspects of hazardous-waste isolation in Missouri. Engineering geology report No. 6

    Energy Technology Data Exchange (ETDEWEB)

    Stohr, C.J.; St. Ivany, G.; Williams, J.H.

    1981-01-01

    The Missouri Geological Survey developed and applied a philosophy of assessment of limitations to the siting of waste isolation facilities in the widely varied geologic conditions throughout the state. The purpose of this report is to provide regional geologic information and to recommend exploration procedures based on that philosophy. The report is an engineering geology guide to aid in siting of hazardous-waste isolation facilities. Geologic conditions are described by physiographic provinces. The information about surficial materials, bedrock, and groundwater conditions can also be applied to the isolation of other types of nonradioactive wastes.

  10. Engineering Geological Map of the Sakha (Yakutia) Republic

    Institute of Scientific and Technical Information of China (English)

    Vladimir BSpektor; Yaroslav ITorgovkin; Alena AShestakova; Valentin VSpektor; Lena DIvanova; Boris MKozmin

    2014-01-01

    The Engineering Geological Map of the Sakha (Yakutia) Republic covers about 3 million kilometers which is one-fifth of the territory of Russia. The map displays ground and geocryological conditions and active faults. Seismic intensity, schemes of zoning by factors of engineering geological conditions, and the general scheme of engineering geological zoning of the Sakha (Yakutia) Republic or the SR(Y), are shown on the inset maps. The map is required to provide in-formation for planning, construction and exploitation of engineering structures in the SR(Y). A distinguishing feature of the map is the indication of almost blanket distribution of the frozen ground class. Types of the frozen ground class are separated by lithology, while ground varieties are separated by temperature. Fresh and ultra-fresh suprapermafrost water is predominant within the territory. The compiled map indicates parts of the Arctic-Asian and Baikalo-Stanovoi planetary seismic belts that make engineering geological conditions more complicated.

  11. Research on formation density MWD instrument in engineering geological exploration

    Institute of Scientific and Technical Information of China (English)

    Dajun ZHAO; Guosheng JIANG; Youhong SUN; Junhua ZHENG; Zhuwen WANG

    2008-01-01

    A high efficiency method is very important in geological survey for a new city in China. Geophysical parameters are Measured While Drilling(MWD), and these parameters are processed and explained on the ground, so the method can replace conventional engineering geological exploration for drilling rock sample. According petroleum engineering MWD, using the different characters of different rock absorbs γ radial, with the method of storing data in hole and explaining data on the ground, engineering geological exploration formation density MWD is researched. The MWD works stabilized, and the performance is good with precise data.

  12. Study of Fussy Clustering of Engineering Geological Environment with GIS

    Institute of Scientific and Technical Information of China (English)

    LIU Zhen-hua; JIANG Zhen-quan; ZUO Ru-song

    2003-01-01

    Based on previous evaluating methods, a new method which combines GIS with Fussy Clustering algorithm is proposed and applied in evaluating the engineering geological environment of the research area of XuZHou City in this paper. By analyzing the characteristics and formation of engineering geological environment,the major problems are discussed, including stability of basement rock, sandy soil liquefaction and cultural stratum.According to effecting factors of these problems, the stability of every engineering geological problem in the worked area is classified into different classes. Then, the Fussy Clustering method is used in assessing all conditions of engineering geological environment. Finally, the evaluation is fulfilled in the whole studied area. The calculating result shows the method is feasible.

  13. HYDROGEOLOGY&ENGINEERING GEOLOGY (1)HYDROGEOLOGY

    Institute of Scientific and Technical Information of China (English)

    2007-01-01

    <正>20071407 Cai Chunfang(Institute of Geology and Geophysics,Chinese Academy of Sci- ences,Beijing 100029);Peng Licai B,Sr,O and H Isotopic Compositions of Formation Waters from the Bachu Bulge in the Tarim Basin(Acta Geologica Sinica(English Edition)——Journal of the Geological Society of China,ISSN1000-9515,CN11-2001/ P,80(4),2006,p.550-556,7 illus.,1 table,24 refs.) Key words:isotope composition,water-

  14. Optimized recovery through cooperative geology and reservoir engineering

    Energy Technology Data Exchange (ETDEWEB)

    Craig, F.F. Jr.; Willcox, P.J.; Ballard, J.R.; Nation, W.R.

    1976-01-01

    Reservoir engineers have always used geological descriptions in their performance calculations. At first, the only information that could be utilized consisted of gross factors such as structure, thickness, fault and boundary locations, and the like, and average values for permeability, porosity, and fluid saturations. The advent of easy-to-use, relatively inexpensive mathematical models provided a new and powerful tool to the reservoir engineer for predicting performance. However, this tool required for its optimum use a more detailed reservoir description than geologists were accustomed to providing. Today's reservoir engineer utilizes the most detailed geological information along with a reservoir performance simulator to synthesize a detailed reservoir description capable of matching actual field performance data. Use of such a reservoir description permits the design of operating programs to obtain optimized recovery from hydrocarbon reservoirs. Two examples of the use of this combined geology-reservoir engineering technique are taken from the international arena of operations.

  15. Proceedings of the 22nd symposium on engineering geology and soils engineering

    Energy Technology Data Exchange (ETDEWEB)

    1986-01-01

    This book presents the papers given at a symposium on soil mechanics and engineering geology. Topics considered at the symposium included geotechnical testing and site exploration, design, soil dynamics, geotextiles, earthquake and volcanic hazard studies, slope stability and landslides, seismic considerations in geotechnical engineering, hazardous substances disposal, ground water, environmental and urban geology, and the response of the Boise geothermal aquifer to earth tides.

  16. Selective Guide to Literature on Engineering Geology. Engineering Literature Guides, Number 7.

    Science.gov (United States)

    Mullen, Cecilia P., Comp.

    This guide has been prepared for use by the undergraduate or graduate student in engineering geology. Because of the broad scope of the field, the major disciplines of soil mechanics, rock mechanics, and foundations are primarily emphasized. This document is a survey of information sources in engineering geology and is intended to identify those…

  17. Engineering-Geological Maps of Geological Factors of the Environment in Slovakia

    Science.gov (United States)

    Baliak, František; Brček, Martin

    2013-03-01

    In recent years, we have witnessed very frequent natural disasters such as earthquakes, floods, landslides, storms and similar. In most cases, disasters are caused by geological factors, especially geobarriers. Geobarriers threaten the life and works of man or reduce the effectiveness of the construction and operation of technical works, or harm the environment by negative anthropogenic influences. An important task in assessing the technical and environmental aspects of particular engineering activity is to assess the impact of constructions on the production and protection of the environment. The important part of the environment is the geological environment. In this paper, we give an overview of geological factors of the environment and the way how they are illustrated in the engineering-geological maps made in Slovakia.

  18. Contributions in petroleum geology and engineering

    Energy Technology Data Exchange (ETDEWEB)

    Kumar, S. (Global Oil Corp., Los Angeles, CA (US))

    1987-01-01

    This book provides a discussion of natural gas production engineering. From gas properties to processing to production and flow, this practical, well-illustrated text thoroughly describes proven techniques, current practices, and the latest developments in gas engineering. Contents include: Introduction. Phase behavior fundamentals. Properties of natural gases. Gas and liquid separation. Gas-water systems and dehydration processing. Desulfurization processes. Steady state flow of gas through pipes. Multiphase gas-liquid flow. Gas compression. Gas flow measurement. Gas gathering and transport.

  19. Geology, geophysics and engineering: a case for synergism

    Energy Technology Data Exchange (ETDEWEB)

    Gretener, P.E.

    1984-06-01

    This article uses the example of artificial well fracturing to show how geologists, geophysicists and engineers can benefit from establishing an interdisciplinary dialogue. The term ''Ultimate Recovery'' is shown to be equally applicable to oil production and hard rock mining. While geology and geophysics schools gear their curricula toward the exploration for natural resources, engineers consider exploitation as their exclusive domain. It is proposed that geologists and geophysicists close ranks with the engineers and abolish the current state of separation which is being perpetuated by both sides. It is shown how geological considerations have helped to unravel the process of artificial well stimulation, while well stimulation in turn has provided valuable insights into the present stress conditions in various geological provinces.

  20. Seismic methods in engineering geology. Seismicheskie metody v inzhenernoi geologii

    Energy Technology Data Exchange (ETDEWEB)

    Goryainov, N.N.; Lyakhovitskii, F.M.

    1979-01-01

    A presentation is made of the physical principles and methods of seismic investigations in engineering geology as well as methods of interpreting the material obtained. An examination in detail is made of the connection between the seismic properties of rock from the upper part of a layer and their composition and state. A description is made of the distinctive features of using seismic methods in engineering geology, the basic methodological approaches that are used for conducting ground-level and well seismic as well as geoacoustical measurements. The section on interpretation devotes considerable attention to new methods that have not been sufficiently covered in the literature. Examples are given for the use of seismic methods for solving various engineering-geology problems in the study of loose and hard rock under thaw and frozen conditions. 99 references, 44 figures, 7 tables.

  1. Geophysical tomography in engineering geology: an overview

    CERN Document Server

    Patella, D

    2005-01-01

    An overview of the tomographic interpretation method in engineering geophysics is presented, considering the two approaches of the deterministic tomography inversion, developed for rock elasticity analysis, and the probability tomography imaging developed in the domain of potential fields methods. The theoretical basis of both approaches is shortly outlined before showing a laboratory and a field application.

  2. Engineering Geology in International Dredging and Infrastructure: Keynote

    Science.gov (United States)

    Vlasblom, Willem J.

    Engineering geology supports the execution of dredging works in all stages. An industry that takes the full profit of his knowledge is the international dredging contractor. Based on own experiences the importance of his work is emphasised in a number of cases. Finally, a number of future developments in which he shall play an important role are highlighted.

  3. Fracture analysis for engineering geological utilization

    Energy Technology Data Exchange (ETDEWEB)

    Choi, H.I.; Choi, P.Y.; Hong, S.H.; Chi, K.H.; Kim, J.Y.; Lee, S.R.; Lee, S.G.; Park, D.W.; Han, J.G. [Korea Institute of Geology Mining and Materials, Taejon (Korea, Republic of)

    1997-12-01

    The problem of geological hazards (earthquakes) and water or thermal resources urges us to understand the regional tectonic setting or recent tectonics. The Uisong Subbasin is located in one of the seismicity zones in Korea. Because the reactivity of the Gaeum Fault System is an important problem focussing on these faults, we studied their whole extension and timing of faulting in terms of tectonics. Fault tectonic analysis is so effective as to easily reconstruct the tectonic sequence and each stress state at each site, eventually in a region. One can get insights for faulting timing in terms of the restored tectonic sequence, and discriminating the active faults or the faults active in the last (present) tectonics. Examining the filling materials in tension gashes, one can get raw knowledge regarding the thermal states at each site. For this study, we first analyzed the topographic textures (lineament, drainage and circular structures) on the relief map produced based on the topographic maps of 1:100,000 scale. Through investigations of susceptible area along the faults, their existence and movement modes were studied, and we can get information about movement history and whole extension of the faults belonging to the WNW-ESE trending Gaeum Fault System. In order to reconstruct the tectonic sequence, we measured fault slip data, tension gashes and dikes, from which fault populations were classified and stress (and thermal) states were determined. Seven compressional tectonic events and six extensional events were reconstructed. Because coaxial events partially coexisted, we bundled these events in one, finally we get seven tectonic events. Determining the types of minerals filling the tension gashes, we suggested the possibility of investigation of geothermal resources with less efforts. (author). 162 refs., 14 tabs., 51 figs.

  4. Engineering geology studies in the National Petroleum Reserve in Alaska

    Energy Technology Data Exchange (ETDEWEB)

    Kachadoorian, R.; Crory, F.E.

    1989-01-01

    The U.S. Geological Survey (USGS) has been charged with the responsibility of evaluating the petroleum potential of the national Petroleum Reserve in Alaska (NPRA). To help fulfill its responsibility, the USGS in February 1977 started an engineering geology program to provide the geotechnical support necessary for the exploration program. The USGS requested the U.S. Army Waterways Experiment Station (WES) at Vicksburg, Mississippi, and the U.S. Army Cold Regions Research and Engineering Laboratory (CRREL) at Hanover, New Hampshire, to conduct studies to obtain the physical parameters required to evaluate and solve some of the geotechnical and engineering problems. All of the NPRA is underlain by permafrost, and thus virtually all of the engineering and geotechnical problems encountered during the construction of the well sites and subsequent drilling were associated with permafrost. The widespread occurrence of permafrost containing large amounts of near-surface ground ice in the form of wedges, masses, and intergranular ice required that construction activity not disturb the thermal regime of the ground surface, because such disturbance could lead to thawing of permafrost. Once the permafrost was thawed, ground subsidence, sediment flow, and impassable conditions would result. Construction problems were compounded by the necessity that all construction in the NPRA be done during the winter months to meet the environmental requirements. Therefore, the engineering geology program consistently addressed the impact of the environment on the facilities and the effect of the facilities on the environment.

  5. International symposium on underground hydrodynamic and engineering geology

    Energy Technology Data Exchange (ETDEWEB)

    Gatuszka, Zb.

    1979-01-01

    On 20-21 June 1979 in Mogilan (Polish People's Republic) a symposium took place on the topic ''Urgent Problems of Underground Hydrodynamic and Engineering Geology.'' The symposium was organized by the section for drilling and operating wells of the mining committee of the Polish People's Republic Academy of Sciences in cooperation with the engineers and researchers of the oil industry and the mining institute of oil and gas in Krakow. Over 100 scientists participated in this symposium. Twenty-five reports and papers were heard, including 11 by foreign specialists on questions of physics of porous and fractured rocks, hydrodynamics of flow in porous media and engineering geology of oil and gas fields.

  6. Integrated Evaluation on Highway Engineering Geological Hazard in Mountainous Area of Enshi, Hubei

    Institute of Scientific and Technical Information of China (English)

    ZHAN Bin

    2006-01-01

    Aiming at the geological features of highway engineering in mountainous area of Enshi, Hubei Province, the principles to set up an integrated evaluation system for highway engineering geological hazard are formulated. Then, the integrated evaluation system for highway engineering geological hazard in mountainous area of Enshi is established. In the evaluation system, the first-level evaluation indices are geological development degree, geological conditions, and damaging power, whereas the second-level indices including key factors affecting main kinds of geological hazard. Meanwhile, the borders of indices are determined. At last, the method of Fuzzy Comprehensive Evaluation (FCE) is adopted to quantitatively evaluate the highway engineering geological hazard in mountainous area of Enshi.

  7. Landslides and engineering geology of the Seattle, Washington, area

    Science.gov (United States)

    Baum, Rex L.; Godt, Jonathan W.; Highland, Lynn M.

    2008-01-01

    This volume brings together case studies and summary papers describing the application of state-of-the-art engineering geologic methods to landslide hazard analysis for the Seattle, Washington, area. An introductory chapter provides a thorough description of the Quaternary and bedrock geology of Seattle. Nine additional chapters review the history of landslide mapping in Seattle, present case studies of individual landslides, describe the results of spatial assessments of landslide hazard, discuss hydrologic controls on landsliding, and outline an early warning system for rainfall-induced landslides.

  8. The characteristics of engineering geology and exploration method in Satui coalfield, Indonesia

    Energy Technology Data Exchange (ETDEWEB)

    Li, H. [China National Administration of Coal Geology (China). First Exploration Bureau

    1999-07-01

    This paper introduces engineering geology conditions and exploration method in Satui Coalfield of Indonesia, and forecasts main engineering geological problems that will occur during excavating and mining. 2 figs.

  9. Engineering-geological and geotechnical investigation for risk assessment

    Science.gov (United States)

    May, Moufida; Dlala, Mahmoud; Bedday, Aouicha

    2011-09-01

    Before construction activities could begin, engineering geological and geotechnical investigations had to be approved in order to establish a map with suitable areas for safe construction. The example used in this study is Tunis City which has complex geology and geomorphology. The risk analysis was based on a large-scale land-suitability map that was prepared using Geographic Information Systems (GIS). The approach used in this study combined physical data with the geotechnical properties of Tunis City. The adopted methodology and analyses were performed to assess the risk of urban expansion and landscape management. Results are presented as a zoning map that shows the suitable area for safe extension of the urban area. The data used and multi-criterion analysis of geotechnical and geological data seems to be useful for similar case studies and the adopted methodology can be used successfully for identifying similar cities for risk assessment.

  10. Petrophysical simulation in petroleum geology and reservoir engineering

    Energy Technology Data Exchange (ETDEWEB)

    Buryakovsky, L.; Chilingar, G. [Russian Academy of Natural Sciences, USA Branch, Los Angeles, CA (United States)

    2005-10-21

    The simulation of multivariate petrophysical relationships between core and well-log derived parameters on the example of the South Caspian Basin is discussed. For developing the petrophysical relationships, a number of deterministic and stochastic calculating procedures are used by the authors. These relationships are widely used in petroleum geology and reservoir engineering for hydrocarbon reserves estimation, reservoir description and simulation, field development planning, and reservoir production management. (author)

  11. Cryogenic deformation in soils and their engineering geology consequence

    Energy Technology Data Exchange (ETDEWEB)

    Danilov, I.D. [Moscow State Univ., Moscow (Russian Federation); Roujansky, V.E. [EBA Engineering Consultants Ltd., Edmonton, AB (Canada)

    1994-12-31

    Cryogenic soil deformation was studied. Three basic types were considered, i. e. cryogenic-lithogenic, cryogenic-disjunctive and cryogenic-plastic. Different mechanisms of their formation were explained. The diversity of cryogenic deformations and their morphological resemblance to the tectonic dislocations pointed towards a specific type of the exogenic tectogenesis, namely, the `cryogenic tectogenesis`. Investigation of these phenomena were described. Results suggested that to prevent the development of severe permafrost-related engineering geology processes, such as soil instability, differential thaw settlement, and thermal erosion, appropriate precautions should be taken since they could potentially result in loss of support and damage to engineering structures erected on permafrost. 10 refs.

  12. ENGINEERING GEOLOGICAL CHARACTERISTICS OF THE ROAD SOLIN - KLIS (DALMATIA, CROATIA

    Directory of Open Access Journals (Sweden)

    Slobodan Šestanović

    1993-12-01

    Full Text Available The research, that has been done both on the »intact« terrain and on the opened cuts and discontinuities, and which has been carried on in the basic caves of the object, as well as in the tunnels; has verified the engineering geological and basic tectonic characteristics of Senonian limestones, Eocene flysch, the Promina breccias and breccia-conglomerates, as well as Oligocene poorly sorted breccias, on the route of semi-highway Solin-Klis (Dalmatia, Croatia. The lab analyses, of the great number of the rock samples, have brought out the parametres of their basic physical and mechanical features within a particular engineering geological unit. The results, thus obtained, have been compared to the qualities of the rock structure block as a whole, and had been previously evaluated by applying RMR-classification of the rocks, and the results of the measured velocities of the longitudinal waves. It has been pointed out that similar procedure may be applied in the publication of General Engineering Geological Map of the Republic of Croatia (the paper is published in Croatian.

  13. Application of borehole acoustic logging techniques in engineering geology

    Energy Technology Data Exchange (ETDEWEB)

    McCann, D.M.; McCann, C.

    1977-01-01

    Most site investigations for civil engineering developments use a large number of boreholes to obtain geological information and to collect samples for geotechnical measurements in the laboratory. However, samples taken from boreholes are often highly disturbed and even the most carefully taken sample is subjected to a relief in the overburden pressure as it is removed from the ground. There has, thus, been a growing interest in the use of boreholes for in-situ testing methods in order to optimize the amount of useful information that can be obtained from a borehole study. In this paper, the use of borehole geophysical logging technique in engineering geological applications is reviewed with special emphasis on acoustic methods. The study also includes the associated methods of surface to borehole and borehole to borehole measurements, which have an equally important role to play in the civil engineering field. The results of several case histories are presented and these demonstrate the practical application of borehole geophysical techniques. Of particular interest in the study is an examination of (a) the determination of the dynamic elastic moduli in a rock mass, (b) the variation in lithology with depth and associated changes in the engineering properties and (c) the continuity of strata between boreholes.

  14. General theory of engineering (physical) geology. Obshchaya teoriya inzhenernoy (fitzicheskoy) geologii

    Energy Technology Data Exchange (ETDEWEB)

    Bondarik, G.K.

    1981-01-01

    Properties of the geological medium and conclusions about the geosystem are examined. Studies are made of the elements in the geological structure. Classifications are presented for geosystem soils, exogenous and geological processes, new definitions of formation and correct criteria for isolating it. Elements are covered of the general exogenous geological processes. Requirements for engineering-geological forecasting are examined in light of the systems approach and the theory of variability in the properties of the geological medium.

  15. Reservoir geochemistry: A link between reservoir geology and engineering?

    Energy Technology Data Exchange (ETDEWEB)

    Larter, S.R.; Aplin, A.C. [Univ. of Newcastle upon Tyne (United Kingdom); Corbett, P.; Ementon, N. [Heriot-Watt Univ., Edinburgh (United Kingdom)

    1994-12-31

    Geochemistry provides a natural but poorly exploited link between reservoir geology and engineering. The authors summarize some current applications of geochemistry to reservoir description and stress that because of their strong interactions with mineral surfaces and water, nitrogen and oxygen compounds in petroleum may exert an important influence on the PVT properties of petroleum, viscosity and wettability. The distribution of these compounds in reservoirs is heterogeneous on a sub-meter scale and is partly controlled by variations in reservoir quality. The implied variations in petroleum properties and wettability may account for some of the errors in reservoir simulations.

  16. Reservoir geochemistry: A link between reservoir geology and engineering?

    Energy Technology Data Exchange (ETDEWEB)

    Larter, S.R.; Aplin, A.C.; Chen, M.; Taylor, P.N. [Univ. of Newcastle (Australia); Corbett, P.W.M.; Ementon, N. [Heriot-Watt Univ., Edinburgh (United Kingdom)

    1997-02-01

    Geochemistry provides a natural, but poorly exploited, link between reservoir geology and engineering. The authors summarize some current applications of geochemistry to reservoir description and stress that, because of their strong interactions with mineral surfaces and water, nitrogen and oxygen compounds in petroleum may exert an important influence on the pressure/volume/temperature (PVT) properties of petroleum, viscosity and wettability. The distribution of these compounds in reservoirs is heterogeneous on a submeter scale and is partly controlled by variations in reservoir quality. The implied variations in petroleum properties and wettability may account for some of the errors in reservoir simulations.

  17. Carbonate reservoir characterization. A geologic-engineering analysis. Part 2

    Energy Technology Data Exchange (ETDEWEB)

    Chilingarian, G.V. [School of Engineering, University of Southern California, Los Angeles (United States); Mazzullo, S.J. [Geology Department, Wichita State University, Wichita (United States); Rieke, H.H. [Petroleum Engineering Department, University of Southwestern Louisiana, Lafayette (United States); Dominguez, G.C.; Samaniego, F. [eds.

    1996-12-31

    This second volume on carbonate reservoirs completes the two-volume treatise on this important topic to petroleum engineers and geologists. The two volumes form a complete and modern reference work to the properties and production behavior of carbonate petroleum reservoirs. This volume contains valuable glossaries to geologic and petroleum engineering terms providing exact definitions for writers and speakers. Professors will find a useful appendix devoted to questions and problems that can be used for teaching assignments as well as a guide for lecture development. In addition, there is a chapter devoted to core analysis of carbonate rocks which is ideal for laboratory instruction. Managers and production engineers will find a review of the latest laboratory technology for carbonate formation evaluation in the chapter on core analysis. The modern classification of carbonate rocks is presented with petroleum production performance and overall characterization using seismic and well test analyses. Separate chapters are devoted to the important naturally fractured and chalk reservoirs. Throughout the book, the emphasis is on formation evaluation and performance. The importance of carbonate reservoirs lies in the fact that they contain as much as 50% of the total petroleum reserves of the world. This is sometimes masked by the uniquely different properties and production performance characteristics of carbonate reservoirs because of their heterogeneity and the immense diversity that exists among them. This two-volume treatise brings together the wide variety of approaches to the study of carbonate reservoirs and, therefore, will fit the needs of managers, engineers, geologists and teachers. figs., tabs., refs.

  18. Developing Fayetteville shale gas plays : focus on geology and engineering

    Energy Technology Data Exchange (ETDEWEB)

    Marble, B. [Hallwood Petroleum, Dallas, TX (United States)

    2007-07-01

    This presentation provided details of the underlying geology of the Fayetteville shale gas plays and discussed engineering strategies used to improve productivity. Like the Barnett shale gas play, the Fayetteville play is comprised of Mississippian shale, and contains both free and adsorbed gas. Operators in Fayetteville use seismic data in order to avoid faults in the play, which has large variations in structure and depth over short distances. A typical well is drilled in 40 days. Microseismic aids will be used to plan future horizontal development and for 3-dimensional fracture analysis. Multiple short wings are used to create more concentrated frac patterns. However, once broken, the laminated shales will not re-align when frac pressure is released. The high clay content of the shale reduces frac efficiency. It was concluded that modified slick water fracs are now being used at the play along with air drilling to reduce costs, and straighten holes. tabs., figs.

  19. Problems of hydrogeology and engineering geology in black coal mining

    Energy Technology Data Exchange (ETDEWEB)

    Sztelak, J.

    1989-03-01

    Reviews topics discussed in 11 papers presented at the conference in the hydrogeology and engineering geology session. Three subgroups of topics were distinguished: environmental protection, surface waters and surface protection. One paper dealt with protection of a bath peat deposit from infiltration of saline mine waters from a settling pond. Other papers considered mine water recirculation, dumping slurries in rock body by injection through boreholes, hydrogeological damage caused to surface waters by mining operations, water bearing levels at 700-1,500 m depth, content of radioactive isotopes (uranium 234 and 238) in Carboniferous waters, draining water from the Jurassic water bearing level in the Lublin coal basin, rock burst criteria and forecasting, and slope stability.

  20. Optimized recovery through cooperative geology and reservoir engineering

    Energy Technology Data Exchange (ETDEWEB)

    Craig, F.F. Jr.; Willcox, P.J.; Ballard, J.R.; Nation, W.R.

    1976-01-01

    Two examples of the use of this combined geology-reservoir engineering technique are taken from the international arena of operations. The first involves a gas reservoir in the U.K.-North Sea waters and the second an oil reservoir in the Gulf of Suez, Egypt. The improved reservoir description obtained for each of these reservoirs is permitting a better assessment of future performance as influenced by various operating alternatives. Waterflooding is relatively tolerant of reservoir nonuniformities. However, the need for additional reserves leads to increased utilization of improved recovery techniques, beyond waterflooding, for secondary as well as tertiary application. The development of better reservoir descriptions will provide guidance on the need for special sweep improvement techniques and ultimately lead to both maximum oil production and reduced risk in application of improved recovery processes.

  1. Application of GIS in hydrogeology and engineering geology

    Directory of Open Access Journals (Sweden)

    Lucia Mihalová

    2007-06-01

    Full Text Available Hydrogeology as a specific science discipline has a multi spectral interest focused to officiating sources in drink water and utilization water and also in area aimed for pure mineral water sources. Although engineering geology works exercise with piece of knowledge, geosciences are focused to territorial planning, investment construction and protection environment. Application of GIS in appointed problems purvey possibility quality, quick and high special analysis appointed problems and take advantage all accessible quality and quantity related information of water focused to hydrogeology, as to occurrence varied basement soil, appropriate for building activity, possibly appointed for protection. Solution of this probleme is on first name terms definite interest area, as to adjudication sources focused economic significance state.

  2. Engineering Geology Property Parameters for the Tertiary in The Netherlands

    Science.gov (United States)

    Maurenbrecher, P. Michiel; Ngan-Tillard, Dominique

    As engineering geologists we are measuring in the field and in the laboratory a large array of geological, geotechnical, geophysical and geomechanical parameters for an equally diverse amount of objectives for civil engineering structures, for mining, for assessing natural hazards, etc. As new geotechnical models are devised to investigate, for example the performance of underground spaces in deep soils both the availability of data for parameters become less and the few conventional tests on deep samples provide unexpected values. This paper compiles a record of the geotechnical parameters of the main clay formations found in the Netherlands Tertiary as well as briefly states the context in which these parameters are used to study the performance of the deeper sediments in relation to gravitational settlement and underground space studies. The clays are studied at unusually deep depths for geotechnical purposes, which require caution when using geotechnical values from similar formations at shallower depths in Belgium and the UK. The relatively sparse data and the strange properties appear to result in more questions than answers.

  3. Tasks of engineering geology in brown coal mining - presence and perspectives

    Energy Technology Data Exchange (ETDEWEB)

    Reuter, F.; Molek, H.; Klengel, K.J.

    1984-01-01

    Engineering geological investigations are necessary for projecting and exposure in open-cast-mining, as well as for carrying out special works of different kinds. As to time they begin with geological investigations proving deposit stores and reach until mining and recultivation. This paper is dealing with the possibilities of rationalizing the engineering geological works in connection with geological exploration, especially noticing tectonical forms and stratification, taking specimens and representiveness of engineering geological indexes. The problems discussed are relating to the old underground mining on brown coals, the future brown coal mining in connection to old salt mines, shapes of slopes in connection to geological situation, tasks of grouting works and using the landscape after mining. Concluding the article deals with the most important tasks of education engineering geologists.

  4. Reconnaissance engineering geology of the Petersburg area, southeastern Alaska, with emphasis on geologic hazards

    Science.gov (United States)

    Yehle, Lynn A.

    1978-01-01

    A program to study the engineering geology of most larger Alaska coastal communities and to evaluate their earthquake and other geologic hazards was started following the 1964 Alaska earthquake; this report about the Petersburg area is a product of that program. Field-study methods were of a reconnaissance nature, and thus, interpretations in the report are tentative. Landscape of the northern end of Mitkof Island on which Petersburg is situated is characterized by a gently sloping, muskeg-covered terrain, with altitudes mostly less than 30 m. In contrast, much of the rest of the island is composed of mountainous terrain with many steep valleys. During the Pleistocene Epoch, the Petersburg area presumably was covered by ice several times; glaciers deeply eroded many valleys on Mitkof Island and adjacent areas. The last major deglaciation probably was largely completed by 12,000 years ago. Delayed rebound of the earth's crust, after the melting of large amounts of ice, permitted extensive inundation of land in the Petersburg area. Subsequently, emergence has elevated marine deposits to a present-day altitude of at least 65 m and probably to 75 m. Bedrock in the Petersburg map area is composed of relatively hard metamorphic rocks, chiefly phyllite and probably some graywacke. Rocks are of Middle(?) Jurassic to Early Cretaceous age. Five types of surficial geologic material of Quaternary age were recognized: (1) mixed deposits consisting of diamicton, silt-clay, and sand or sandy pebble gravel, (2) alluvial deposits, (3) shore and delta deposits, (4) organic deposits, and (5) artificial fill. Geologic structure in southeastern Alaska is complex because several cycles of tectonic deformation since at least early Paelozoic time have affected different parts of the region. The latest of the major tectonic events in southeastern Alaska occurred in Tertiary time, with some minor activity continuing into the Quaternary Period. Along the outer coast of southeastern Alaska

  5. Environmental and engineering problems of karst Geology in China

    Science.gov (United States)

    Daoxian, Yuan

    1988-10-01

    Karst terrane is generally regarded as a fragile and vulnerable environment. Its underground drainage system can aggrevate both drought and flood problems; the lack of filtration in an underground conduit makes waste disposal more difficult; and the lack of soil cover in bare karstland can enhance deforestation. Moreover, karst terranes are quite often haunted by a series of engineering problems, such as water gushing into mines or transportation tunnels; leakage from reservoirs; and failure of building foundations. In China, there are more than 200 cases of karst collapse, which include many thousands of individual collapse points. Some of these are paleo and natural collapses, but most of them are modern collapses induced by human activities and they have caused serious damage. Many factors such as geologic structure, overburden thickness and character, lithologic features of karstified rock, and intensity of karstification are related to development and distribution of modern collapses. However, China's karst is mainly developed in pre-Triassic, old phase, hard, compact, carbonate rock. Consequently most modern collapses have occurred only in the overlying soil. So it is understandable that the fluctuation of the water table in the underlying karstified strata plays an important role in the process of collapse. Nevertheless, there are different explanations as to how the groundwater activities can induce collapse.

  6. Environmental and engineering problems of karst geology in China

    Energy Technology Data Exchange (ETDEWEB)

    Yuan Daoxian (Inst. of Karst Geology, Guangxi (China))

    1988-10-01

    Karst terrane is generally regarded as a fragile and vulnerable environment. Its underground drainage system can aggravate both drought and flood problems; the lack of filtration in an underground conduit makes waste disposal more difficult; and the lack of soil cover in bare karstland can enhance deforestation. Moreover, karst terranes are quite often haunted by a series of engineering problems, such as water gushing into mines or transportation tunnels; leakage from reservoirs; and failure of building foundations. In China, there are more than 200 cases of karst collapse, which include many thousands of individual collapse points. Some of these are paleo and natural collapses, but most of them are modern collapses induced by human activities and they have caused serious damage. Many factors such as geologic structure, overburden thickness and character, lithologic features of karstified rock, and intensity of karstification are related to development and distribution of modern collapses. However, China's karst is mainly developed in pre-Triassic, old phase, hard, compact, carbonate rock. Consequently most modern collapses have occurred only in the overlying soil. So it is understandable that the fluctuation of the water table in the underlying karstified strata plays an important role in the process of collapse. Nevertheless, there are different explanations as to how the groundwater activities can induce collapse.

  7. Engineering geology of the Great Bear River area, Northwest Territories

    Energy Technology Data Exchange (ETDEWEB)

    Savigny, K.W. (Univ. of British Columbia, Vancouver, BC (Canada))

    1989-01-01

    This report represents the results of an engineering geology study of the Great Bear River valley in the Northwest Territories. For most of its length, the river has a steep gradient and is deeply incised in a narrow valley. These topographic characteristics combined with the enormous reservoir capacity of Great Bear Lake make the valley attractive for hydroelectric development. Topographic characteristics and geographic location also make it an obstacle to linear facilities following the Mackenzie Transportation Corridor, such as pipelines, railroads and roads. The valley is incised up to 50 m below the levels of Mackenzie and Great Bear plains. Quaternary sediments are exposed intermittently along the valley slopes. Rocks of Tertiary age are exposed more or less continuously along the lower reach of Great Bear River, and Mesozoic and Paleozoic rocks are exposed where the river crosses McConnell Range at St. Charles Rapids. A single Laurentide till is present and is assumed to represent the Late Wisconsin ice advance. The till generally rests on bedrock, but locally it overlies older alluvial and deltaic sediments. This advance was followed by a lacustrine phase over Mackenzie Plain. The lacustrine phase appears to have ended abruptly with progradation of a deltaic facies. Permafrost is widespread except beneath large lakes, streams and rivers. Postglacial entrenchment by Great Bear River appears to have begun on Mackenzie Plain about 10,000 years ago and approached its present level by approximately 2670 years ago. 38 refs., 18 figs., 3 tabs.

  8. Reconnaissance engineering geology of the Ketchikan area, Alaska, with emphasis on evaluation of earthquake and other geologic hazards

    Energy Technology Data Exchange (ETDEWEB)

    Lemke, R.W.

    1975-01-01

    The Alaska earthquake of Mar 27, 1964, dramatically emphasized the need for engineering geology studies of urban areas in seismically active regions. A reconnaissance study of the Ketchikan area in southeastern Alaska is part of a program to evaluate earthquake and other geologic hazards in most of the larger Alaska coastal communities. These evaluations in the Ketchikan area should provide broad guidelines useful in city and land-use planning. The following sections are contained in the report: Geography; Glaciation and associated land- and sea-level changes; Descriptive geology; Structure; Earthquake probability; Inferred effects from future earthquakes; Inferred future effects from geologic hazards other than those caused by earthquakes; Recommendations for additional studies.

  9. The efficiency of the use of penetration nuclear logging in hydrogeology and engineering geology

    Energy Technology Data Exchange (ETDEWEB)

    Ferronsky, V.I. (AN SSSR, Moscow (USSR). Water Problems Inst.); Griaznov, T.A.; Selivanov, L.V. (All-Union Research Inst. for Hydrogeology and Engineering Geology, Moscow (USSR))

    1992-03-01

    The latest developments in equipment and techniques for nuclear and combined non-nuclear logging in friable unconsolidated deposits, including marine bottom sediments are described. The effectiveness of these techniques in hydrogeological and engineering geological investigations is discussed. (Author).

  10. Analysis of The Loess Geological Environment in Terms of Engineering-Geological and Geotechnical Purposes and Application in Geotourism

    Science.gov (United States)

    Marschalko, Marian; Durďák, Jan; Niemiec, Dominik; Zástěrová, Petra; Duraj, Miloš; Yilmaz, Işik; Drusa, Marian

    2016-10-01

    Loess sediments, formed via wind action, are important geological environments both for the engineering geology as well as for the newly developing field in the geosciences, i.e. geotourism. The paper aims to give the basic characteristics of loess sediments and point at two localities in the Czech Republic, where significant archaeological localities are situated on loess. The first locality is Mikulcice in the Hodomn district in the South-Moravian Region. The second locality is Chtebuz in the Karvina district in the Moravian-Silesian Region. The two localities are important examples for tourists and scientists searching for the sights related to their geological environment. Loess sediments have specific characteristics that arise from their genesis.

  11. Engineering geology studies in the National Petroleum Reserve, Alaska

    Science.gov (United States)

    Kachadoorian, Reuben; Crory, F.E.

    1984-01-01

    Engineering geology studies were conducted in direct support of the exploration program in the National Petroleum Reserve, Alaska. The studies included laboratory and field tests and observations to address design and construction problems of airfields, roads, drill pads and foundations, and to evaluate their actual performance. Permafrost containing large amounts of near surface ground ice as wedges, masses, and intergranular ice, required that all construction activity not disturb the thermal regime of the ground surface, which could lead to thaw of permafrost and ground subsidence. Summer activity, therefore was not allowable, yet the winter climate was so harsh that winter work was slow and inefficient. To allow summer operations at well sites planned for all year activity, it was necessary to adapt existing techniques for arctic construction and to devise new ones. The design and construction of facilities at the deep exploration wells at Inigok, Tunalik, and Lisburne posed the greatest challenge. These sites, requiring a year or more to drill, could only be attempted if continuous access to drilling and logistic supplies could be assured throughout the year, including the possibility of bringing in another drill rig, in the event of a blowout. Thus all-seasons airstrips were required at these wells. Sufficient quantities of local gravel were not readily available at the Inigok and Tunalik sites to construct the airstrips with the required 6 feet or more of gravel to prevent the underlying permafrost from thawing. Therefore, insulation was used to maintain the subbase of local sands in a continuously frozen state, which in turn was overlain by 15 inches of gravel or sandy gravel. Tests at the U.S. Army Waterways Experimental Station defined the minimum thickness of gravel required above the insulation to provide the desired bearing capacity for the C-130 type aircraft without crushing the insulation. Field testing also included the evaluation of another design

  12. Engineering geology studies in the National Petroleum Reserve, Alaska

    Science.gov (United States)

    Kachadoorian, Reuben; Crory, F.E.

    1984-01-01

    Engineering geology studies were conducted in direct support of the exploration program in the National Petroleum Reserve, Alaska. The studies included laboratory and field tests and observations to address design and construction problems of airfields, roads, drill pads and foundations, and to evaluate their actual performance. Permafrost containing large amounts of near surface ground ice as wedges, masses, and intergranular ice, required that all construction activity not disturb the thermal regime of the ground surface, which could lead to thaw of permafrost and ground subsidence. Summer activity, therefore was not allowable, yet the winter climate was so harsh that winter work was slow and inefficient. To allow summer operations at well sites planned for all year activity, it was necessary to adapt existing techniques for arctic construction and to devise new ones. The design and construction of facilities at the deep exploration wells at Inigok, Tunalik, and Lisburne posed the greatest challenge. These sites, requiring a year or more to drill, could only be attempted if continuous access to drilling and logistic supplies could be assured throughout the year, including the possibility of bringing in another drill rig, in the event of a blowout. Thus all-seasons airstrips were required at these wells. Sufficient quantities of local gravel were not readily available at the Inigok and Tunalik sites to construct the airstrips with the required 6 feet or more of gravel to prevent the underlying permafrost from thawing. Therefore, insulation was used to maintain the subbase of local sands in a continuously frozen state, which in turn was overlain by 15 inches of gravel or sandy gravel. Tests at the U.S. Army Waterways Experimental Station defined the minimum thickness of gravel required above the insulation to provide the desired bearing capacity for the C-130 type aircraft without crushing the insulation. Field testing also included the evaluation of another design

  13. Engineering geology of the Svea Lowland, Spitsbergen, Svalbard

    Energy Technology Data Exchange (ETDEWEB)

    Pew, T.L.; Rowan, D.E.; Pewe, R.H.

    1981-12-01

    The Svea Lowland is the site of the Svea coal mine, which has coal reserves of more than 50 million tons. Plans call for the development of a major coal mining facility at Svea. After describing the physical setting, climate and geologic history, the general foundation conditions are discussed. Permafrost is one of the most important factors that have to be considered at the site. A large-scale geologic map of the area is included. (9 refs.) (In English)

  14. Engineering geological and geophysical investigations for road construction in the municipality of Sisimiut, West Greenland

    DEFF Research Database (Denmark)

    2007-01-01

    and permafrost distribution, as well as engineering geological and geotechnical investigations conducted. We present data from two soil temperature stations, and show that the recent climatic warming has resulted in changes in the state of the permafrost. Furthermore, we present a geological type section based...... on engineering geological investigations in the Sisimiut area. Geophysical investigations show that presence of permafrost is widespread, and our results indicate that the vertical thickness of the permafrost may reach 20 m. Further climate warming in the near future will impose high demands on design...

  15. Engineering and Environmental Geology of the Indian Wells Valley Area.

    Science.gov (United States)

    1987-11-06

    expected thickness of the pyroclastic flow and surge deposits and the velocity at which they would be transported at various locations relative to the erup...34Ballistically Transported Fragments Within Pyroclastic Fall Deposits - Potential Uses and Assumptions," Geological Society of America, Abstracts with

  16. Geology

    Data.gov (United States)

    Kansas Data Access and Support Center — This database is an Arc/Info implementation of the 1:500,000 scale Geology Map of Kansas, M­23, 1991. This work wasperformed by the Automated Cartography section of...

  17. Engineering models of high speed penetration into geological shields

    Science.gov (United States)

    Ben-Dor, Gabi; Dubinsky, Anatoly; Elperin, Tov

    2014-03-01

    The survey is dedicated to approximate empirical and analytical models which were suggested for describing high-speed penetration into geological shields. This review differs from the previously published reviews on this topic in the following respects: (i) includes a large number of models; (ii) describes models suggested during recent years; (iii) much attention is given to models which have been originally published in Russian and are not well known in the West. References list includes 81 items.

  18. The application of multivariate data analysis in the interpretation of engineering geological parameters

    Science.gov (United States)

    Kovács, József; Bodnár, Nikolett; Török, Ákos

    2016-01-01

    The paper presents the evaluation of engineering geological laboratory test results of core drillings along the new metro line (line 4) in Budapest by using a multivariate data analysis. A data set of 30 core drillings with a total coring length of over 1500 meters was studied. Of the eleven engineering geological parameters considered in this study, only the five most reliable (void ratio, dry bulk density, angle of internal friction, cohesion and compressive strength) representing 1260 data points were used for multivariate (cluster and discriminant) analyses. To test the results of the cluster analysis discriminant analysis was used. The results suggest that the use of multivariate analyses allows the identification of different groups of sediments even when the data sets are overlapping and contain several uncertainties. The tests also prove that the use of these methods for seemingly very scattered parameters is crucial in obtaining reliable engineering geological data for design.

  19. Engineering-geological conditions of the formations in the Western Thessaly basin, Greece

    Science.gov (United States)

    Apostolidis, Emmanuel; Koukis, George

    2013-09-01

    An engineering-geological map of the Western Thessaly basin has been compiled, providing a valuable guide to both urban planning and industrial development of the wider area. This map contributes significantly to the optimization of land use and improved planning of technical work. Additionally, the engineering-geological conditions of the formations encountered in the Western Thessaly basin are examined. The formations are grouped into thirteen (13) engineering-geological entities, with regard to their geotechnical behaviour. This entire study was based on both in situ investigations and geotechnical information extracted from 1,039 boreholes. Furthermore, a landslide inventory map of the Western Thessaly basin has been compiled. In addition, the surface subsidence ruptures, due to ground-water overexploitation, have been examined in the eastern part of the study area.

  20. Wire frame: A reliable approach to build sealed engineering geological models

    Science.gov (United States)

    Xu, Nengxiong; Tian, Hong

    2009-08-01

    The technique of 3D geological modeling (3DGM) is an effective tool for representing complex geological objects. In order to improve the accuracy of geological models applied in numerical simulation methods such as finite elements and finite differences, we can use 3DGM as a modeling tool. To do this, however, 3DGM must provide the ability to model geological and artificial objects in a unified way, and its geological model must be seamless for mesh generation. We present the concept of a sealed engineering geological model (SEGM), and describe its topological representation. Three kinds of conditions: geometric continuity, topological consistency and geological consistency, which must be satisfied by SEGM, are discussed in detail. A new method for constructing an SEGM based on a wire frame is proposed. It includes three main components: wire frame construction, interface modification and reconstruction, and block tracing. Building a unitary wire frame, which is composed of many simple arcs and connects all interfaces seamlessly, is the key of this method. An algorithm, involving two intersections computations and partition of simple arcs, is proposed for building a wire frame. Additionally, we also propose a local iterative algorithm for computing fault traces. As an example, we build an SEGM for the dam area of a hydraulic engineering project in the HuNan province of China.

  1. Engineering-Geological Properties of Carbonate Rocks in Relation to Weathering Intensity

    Science.gov (United States)

    Pollak, Davor

    For most of the purposes engineering-geological explorations are done on the surface. Afterwards the surface data get correlated with other exploration results in order to produce rock mass quality model. The modelling of subsurface and deeper zones in karst areas in Croatia is usually a difficult task because of a complex geology. The evaluation of rock mass quality in those zones is even more demanding mainly because of the specific weathering processes of carbonate rocks. Since karstification significantly changes engineering-geological properties of carbonate rocks, it is of vital importance to determine the degree of weathering in surface and subsurface zones. Engineering-geological properties of carbonate rocks in the surface zone, subsurface and deeper zones are compared and discussed in the paper. Facts and examples are taken from recent highway projects in Croatia. From those data it has been recognized, that depending on the basic block size, two basic weathering models can be established. Each of the models has its specific engineering-geological properties.

  2. Engineering geology and geomechanics in dam and tunnel construction

    Energy Technology Data Exchange (ETDEWEB)

    Mueller, L. (ed.)

    1981-01-01

    Papers presented at this conference included planning of road tunnels, geological and geotechnical exploration for tunnels, determination of rock mass strength of sedimentary rocks, geomechanical assessment and foundation problems of dams, excavation of mine roadways, movement and stress phenomena in rock strata resulting from hard coal mining, effects of rock bolts and thin linings as tunnel supports, system bolting in deep underground rock excavations, highly stressed areas in tunnels and damage in tunnelling. Papers are either in German or in English. Two papers have been previously abstracted.

  3. Reservoir engineering issues in the geological disposal of carbon dioxide

    Energy Technology Data Exchange (ETDEWEB)

    Ennis-King, J.; Paterson, L. [CSIRO Petroleum, Glen Waverley, Vic. (Australia). Australian Petroleum Cooperative Research Centre

    2001-07-01

    Injection into geological formations is one of the leading options for disposing of the large amounts of carbon dioxide generated in operations such as natural gas processing. A variety of factors influences the effectiveness of this form of storage in particular geological formations. The phase behaviour of carbon dioxide as a function of temperature and pressure is the most basic of these. Depending on the mineralogy, dissolution of the reservoir rock may lead to local changes in permeability in the short term, while precipitation reactions may influence the capacity for long term sequestration. The spread of the injected gas will also depend on the combined effect of viscous fingering, gravity override, the heterogeneity of the formation and the possibility of preferentially leaching out high permeability paths. The purpose of this work (as part of the Australian Petroleum Cooperative Research Centre's GEODISC program) is to review the interaction between these factors and their integration in a coupled flow models with a particular emphasis on the role of heterogeneity. 14 refs., 2 figs.

  4. Improving female participation in professional engineering geology to bring new perspectives to ethics in the geosciences.

    Science.gov (United States)

    Pereira, Dolores

    2014-09-11

    Many papers have been published related to the retention and advancement of women in sciences. Engineering geology is one of the professional areas where women have not yet broken the gender barrier. The research issues of this paper are focused on why female students "leak out" at the end of engineering geology studies, and what can be done to encourage them to complete their degrees with an engineering career in mind. The author has studied students' preferences of the final year project required to complete their degree at the University of Salamanca (Salamanca, Spain). It has been found that most female students are choosing a more theoretical final project instead of a practical one relevant to professional employment, contrary to their male peers. Focus group meetings with the students showed that at the end of five years of engineering geology training, many female students, unsatisfied with the content of their courses, feel that their expectations had not been met. They often have preferences for traditional geology rather than applied branches of the subject. Also, they do not feel comfortable with future job prospects in the profession. From the findings of this research it is clear that tutoring and mentoring would be valuable from the beginning of studies to allow all students to become aware of the content and the potential outcomes of engineering geology studies. In the case of female students, it is particularly important for them to know from the very start that they are about to join what is still a man's world but that they are capable of achieving just as much as men can in the profession. Most importantly, the involvement of more female engineers in professional engineering, including teaching duties, should serve as example and role models in students' education and future careers.

  5. Improving Female Participation in Professional Engineering Geology to Bring New Perspectives to Ethics in the Geosciences

    Directory of Open Access Journals (Sweden)

    Dolores Pereira

    2014-09-01

    Full Text Available Many papers have been published related to the retention and advancement of women in sciences. Engineering geology is one of the professional areas where women have not yet broken the gender barrier. The research issues of this paper are focused on why female students “leak out” at the end of engineering geology studies, and what can be done to encourage them to complete their degrees with an engineering career in mind. The author has studied students’ preferences of the final year project required to complete their degree at the University of Salamanca (Salamanca, Spain. It has been found that most female students are choosing a more theoretical final project instead of a practical one relevant to professional employment, contrary to their male peers. Focus group meetings with the students showed that at the end of five years of engineering geology training, many female students, unsatisfied with the content of their courses, feel that their expectations had not been met. They often have preferences for traditional geology rather than applied branches of the subject. Also, they do not feel comfortable with future job prospects in the profession. From the findings of this research it is clear that tutoring and mentoring would be valuable from the beginning of studies to allow all students to become aware of the content and the potential outcomes of engineering geology studies. In the case of female students, it is particularly important for them to know from the very start that they are about to join what is still a man’s world but that they are capable of achieving just as much as men can in the profession. Most importantly, the involvement of more female engineers in professional engineering, including teaching duties, should serve as example and role models in students’ education and future careers.

  6. Experimental research on engineering geological mechanical model of strip mining below thin bedrock

    Energy Technology Data Exchange (ETDEWEB)

    Yang, W.; Sui, W. [CUMT, Xuzhou (China). School of Resources and Earth Science

    2004-03-15

    With respect to thin bedrock strata found in Taiping coal mining area of Yanzhou, mechanism and controlling factors of overlying strata and ground movement deformation induced by strip mining under the condition of thin bedrock were studied by means of engineering geological model test. The destruction process, forms, and ranges of overlying strata and the rules of ground movement were revealed, providing a theoretical basis for engineering practice. 10 refs., 3 figs.

  7. Engineering geological and geophysical investigations for road construction in the municipality of Sisimiut, West Greenland

    DEFF Research Database (Denmark)

    2007-01-01

    on engineering geological investigations in the Sisimiut area. Geophysical investigations show that presence of permafrost is widespread, and our results indicate that the vertical thickness of the permafrost may reach 20 m. Further climate warming in the near future will impose high demands on design...

  8. The College Commissions - Agriculture, Biology, Chemistry, Engineering, Geography, Geology, Mathematics, Physics.

    Science.gov (United States)

    Fooks, Joyce Lane

    Information concerning the eight science college commissions now in existence is provided. These commissions encompass the fields of agriculture, biology, chemistry, engineering, geography, geology, mathematics and physics. An overview of the primary functions and commitments of the commissions and consulting services offered is presented. Also…

  9. Deep-Sea Mining: Integrating Geology, Oceanography, and Engineering

    Science.gov (United States)

    Meyer, F. Michael; Halbach, Peter E.; Martens, Peer N.; Hein, James R.; Scott, Steve

    2008-09-01

    Shaping the Future: Deep-Sea Minerals and Mining Congress; Aachen, Germany, 9-13 March 2008; A strong increase in the global demand for metallic raw materials, coupled with rising market prices, has heightened interest in marine seabed mineral deposits and the feasibility of their extraction for many marine scientists, engineers, and mining companies. This interest focuses not only on base and precious metals but also on strategically important elements needed for high-technology applications, such as cobalt, nickel, molybdenum, titanium, gallium, selenium, telurium, indium, and the rare earth elements.

  10. Engineering geological mapping in Wallonia (Belgium) : present state and recent computerized approach

    Science.gov (United States)

    Delvoie, S.; Radu, J.-P.; Ruthy, I.; Charlier, R.

    2012-04-01

    An engineering geological map can be defined as a geological map with a generalized representation of all the components of a geological environment which are strongly required for spatial planning, design, construction and maintenance of civil engineering buildings. In Wallonia (Belgium) 24 engineering geological maps have been developed between the 70s and the 90s at 1/5,000 or 1/10,000 scale covering some areas of the most industrialized and urbanized cities (Liège, Charleroi and Mons). They were based on soil and subsoil data point (boring, drilling, penetration test, geophysical test, outcrop…). Some displayed data present the depth (with isoheights) or the thickness (with isopachs) of the different subsoil layers up to about 50 m depth. Information about geomechanical properties of each subsoil layer, useful for engineers and urban planners, is also synthesized. However, these maps were built up only on paper and progressively needed to be updated with new soil and subsoil data. The Public Service of Wallonia and the University of Liège have recently initiated a study to evaluate the feasibility to develop engineering geological mapping with a computerized approach. Numerous and various data (about soil and subsoil) are stored into a georelational database (the geotechnical database - using Access, Microsoft®). All the data are geographically referenced. The database is linked to a GIS project (using ArcGIS, ESRI®). Both the database and GIS project consist of a powerful tool for spatial data management and analysis. This approach involves a methodology using interpolation methods to update the previous maps and to extent the coverage to new areas. The location (x, y, z) of each subsoil layer is then computed from data point. The geomechanical data of these layers are synthesized in an explanatory booklet joined to maps.

  11. Reconnaissance engineering geology of Sitka and vicinity, Alaska, with emphasis on evaluation of earthquake and other geologic hazards

    Science.gov (United States)

    Yehle, Lynn A.

    1974-01-01

    A program to study the engineering geology of most of the larger Alaska coastal communities and to evaluate their earthquake and other geologic hazards was started following the 1964 Alaska earthquake; this report about Sitka and vicinity is a product of that program. Field-study methods were of a reconnaissance nature, and thus the interpretations in the report are subject to revision as further information becomes available. This report can provide broad geologic guidelines for planners and engineers during preparation of land-use plans. The use of this information should lead to minimizing future loss of life and property due to geologic hazards, especially during very large earthquakes. Landscape of Sitka and surrounding area is characterized by numerous islands and a narrow strip of gently rolling ground adjacent to rugged mountains; steep valleys and some fiords cut sharply into the mountains. A few valley floors are wide and flat and grade into moderate-sized deltas. Glaciers throughout southeastern Alaska and elsewhere became vastly enlarged during the Pleistocene Epoch. The Sitka area presumably was covered by ice several times; glaciers deeply eroded some valleys and removed fractured bedrock along some faults. The last major deglaciation occurred sometime before 10,000 years ago. Crustal rebound believed to be related to glacial melting caused land emergence at Sitka of at least 35 feet (10.7 m) relative to present sea level. Bedrock at Sitka and vicinity is composed mostly of bedded, hard, dense graywacke and some argillite. Beds strike predominantly northwest and are vertical or steeply dipping. Locally, bedded rocks are cut by dikes of fine-grained igneous rock. Host bedrock is of Jurassic and Cretaceous age. Eight types of surficial deposits of Quaternary age were recognized. Below altitudes of 3S feet (10.7 m), the dominant deposits are those of modern and elevated shores and deltas; at higher altitudes, widespread muskeg overlies a mantle of

  12. Engineering Geological Investigation of Slow Moving Landslide in Jahiyang Village, Salawu, Tasikmalaya Regency

    Directory of Open Access Journals (Sweden)

    Dwi Sarah

    2014-06-01

    Full Text Available DOI: 10.17014/ijog.v7i1.133An understanding of landslide mechanism is imperative to determine the appropriate mitigation method. The slow moving landslide (creeping which occurred in Kampung Salawangi, Jahiyang Village, Salawu Subregency, Tasikmalaya had caused economical and environmental losses due to the frequent active movement particularly following rainfall events. Engineering geological investigation and slope stability analysis were carried out in the studied area in order to elucidate the mechanism of the landslide. The engineering geological investigation consists of local topographical mapping, geotechnical drillings, hand borings, cone penetration, and laboratory tests. The slope stability assessment of the recent landslide was conducted by a finite element method. The results of engineering geological data analysis show that the studied area is composed of residual soils of soft to firm sandy silt and loose to compact silty sand and base rock of fresh to weathered volcanic breccias with groundwater level varying between 3 - 16 m. The engineering properties of the residual soils indicate that the sandy silt is of high plasticity and the shear strength properties of the sandy silt and silty sand show low value with effective cohesion of 6.0 - 21.74 kPa and effective friction angle of 12.00 - 25.980. The assessment of slope stability shows that the stability of the studied area is largely influenced by the rise of groundwater level marked by the decrease of safety factor and increase of slope displacement.

  13. Engineering geology applied to the design and operation of underground coal mines. Bulletin

    Energy Technology Data Exchange (ETDEWEB)

    Dunrud, C.R.

    1998-11-01

    The primary goal of this report is to present, in a systematic outline format, information gained from studies and experience of many geologists, engineers, and miners in the US and other countries in order to: (1) Help geologists, engineers, and other mine planners design underground coal mines that are safer, more efficient, and compatible with the environment by incorporating the information presented; (2) Ensure that mine planners are more aware of some of the more important geologic and geotechnical factors that control of affect mining; and (3) Show how geologic, geotechnical, and mining factors, commonly important to proper mine design, may be incorporated into the planning and design phase of the coal mining operations.

  14. Airborne remote sensors applied to engineering geology and civil works design investigations

    Science.gov (United States)

    Gelnett, R. H.

    1975-01-01

    The usefulness of various airborne remote sensing systems in the detection and identification of regional and specific geologic structural features that may affect the design and location of engineering structures on major civil works projects is evaluated. The Butler Valley Dam and Blue Lake Project in northern California was selected as a demonstration site. Findings derived from the interpretation of various kinds of imagery used are given.

  15. Geophysical research methods for hydrogeology and engineering geology. Geofizicheskie metody issledovaniy v gidrogeologii i inzhenernoy geologii

    Energy Technology Data Exchange (ETDEWEB)

    Gribanov, B.I.

    1978-01-01

    This collection, prepared and published by GIDROINGED (Institute of and Engineering (Tashkent)), contains new methodologies developed by the Institute's hydrogeological service. These methods are geared toward increasing the geological and economic effectiveness of geophysical methods used during complex hydrogeological research. These articles examine ways to increase the volume of beneficial information obtained while providing monetary savings in the areas of surface and bore hole geophysics. Examples are given of the practical use of such methods.

  16. Implementation method of Oil and Gas Geologic Information System with ArcGIS Engine

    Institute of Scientific and Technical Information of China (English)

    2007-01-01

    ComGIS is the mainstream of developing GIS currently. Developing Geographic Information System with the technology of components can reduce the difficulties of developing, improving the developing efficiency and enhancing the flexibility and opening of system. AxcObjects(AO) is based on the technology of COM, and ArcGIS Engine(AE) is a set of embedded AO which can extend to various platforms. Compared with AO, ArcGIS Engine can shorten the period of developing and improve the efficiency greatly. Having introduced the techniques of ArcObjects and ArcGIS Engine, we offer the method of developing GIS with Visual Basic and ArcGIS Engine with Oil and Gas Geologic Information System.

  17. Engineered barrier system and waste package design concepts for a potential geologic repository at Yucca Mountain

    Energy Technology Data Exchange (ETDEWEB)

    Short, D.W.; Ruffner, D.J.; Jardine, L.J.

    1991-10-01

    We are using an iterative process to develop preliminary concept descriptions for the Engineered Barrier System and waste-package components for the potential geologic repository at Yucca Mountain. The process allows multiple design concepts to be developed subject to major constraints, requirements, and assumptions. Involved in the highly interactive and interdependent steps of the process are technical specialists in engineering, metallic and nonmetallic materials, chemistry, geomechanics, hydrology, and geochemistry. We have developed preliminary design concepts that satisfy both technical and nontechnical (e.g., programmatic or policy) requirements.

  18. Reconnaissance engineering geology of the Metlakatla area, Annette Island, Alaska, with emphasis on evaluation of earthquakes and other geologic hazards

    Science.gov (United States)

    Yehle, Lynn A.

    1977-01-01

    A program to study the engineering geology of most larger Alaska coastal communities and to evaluate their earthquake and other geologic hazards was started following the 1964 Alaska earthquake; this report about the Metlakatla area, Annette Island, is a product of that program. Field-study methods were of a reconnaissance nature, and thus the interpretations in the report are tentative. Landscape of the Metlakatla Peninsula, on which the city of Metlakatla is located, is characterized by a muskeg-covered terrane of very low relief. In contrast, most of the rest of Annette Island is composed of mountainous terrane with steep valleys and numerous lakes. During the Pleistocene Epoch the Metlakatla area was presumably covered by ice several times; glaciers smoothed the present Metlakatla Peninsula and deeply eroded valleys on the rest. of Annette Island. The last major deglaciation was completed probably before 10,000 years ago. Rebound of the earth's crust, believed to be related to glacial melting, has caused land emergence at Metlakatla of at least 50 ft (15 m) and probably more than 200 ft (61 m) relative to present sea level. Bedrock in the Metlakatla area is composed chiefly of hard metamorphic rocks: greenschist and greenstone with minor hornfels and schist. Strike and dip of beds are generally variable and minor offsets are common. Bedrock is of late Paleozoic to early Mesozoic age. Six types of surficial geologic materials of Quaternary age were recognized: firm diamicton, emerged shore, modern shore and delta, and alluvial deposits, very soft muskeg and other organic deposits, and firm to soft artificial fill. A combination map unit is composed of bedrock or diamicton. Geologic structure in southeastern Alaska is complex because, since at least early Paleozoic time, there have been several cycles of tectonic deformation that affected different parts of the region. Southeastern Alaska is transected by numerous faults and possible faults that attest to major

  19. ENGINEERING GEOLOGY

    Institute of Scientific and Technical Information of China (English)

    2011-01-01

    <正>20112005 Cai Guogang(College of Resources and Safety,China University of Mining Technology,Beijing 100083,China);Tong Hengmao Analysis on Fracture Potential for Different Types of Rocks in Archean Buried Hill:A Case Study of Liaohe Western Sag(Journal of Geomechanics,ISSN1006-6616,CN11-3672/P,16(3),2010,p.260-270,6 illus.,2 tables,15 refs.)Key words:rock mechanics,cracks,Liaohe Plain Based on a large number of rock mechanics experiments,core fracture observation,imaging logging data,and oil field production practices,the fracture developmental potential for different types

  20. Urban shear-wave reflection seismics: Reconstruction support by combined shallow seismic and engineering geology investigations

    Science.gov (United States)

    Polom, U.; Guenther, A.; Arsyad, I.; Wiyono, P.; Krawczyk, C. M.

    2009-12-01

    After the big 2004 Sumatra-Andaman earthquake, the massive reconstruction activities in the Aceh province (Northern Sumatra) were promoted by the Republic of Indonesia and the Federal Ministry of Economic Cooperation and Development. The aims of the project MANGEONAD (Management of Georisk Nanggroe Aceh Darussalam). are to establish geoscientific on the ground support for a sustainable development and management of save building constructions, lifelines, infrastructure and also natural resources. Therefore, shallow shear-wave reflection seismics was applied in close combination to engineering geology investigations in the period between 2005-2009 since depth and internal structure of the Krueng Aceh River delta (mainly young alluvial sediments) were widely unknown. Due to the requirements in the densely populated Banda Aceh region, lacking also traffic infrastructure, a small and lightweight engineering seismic setup of high mobility and high subsurface resolution capability was chosen. The S-wave land streamer system with 48 channels was applied successfully together with the ELVIS vibratory source using S- and P-waves on paved roads within the city of Banda Aceh. The performance of the S-wave system enabled the detailed seismic investigation of the shallow subsurface down to 50-150 m depth generating shaking frequencies between 20 Hz to 200 Hz. This also provides depth information extending the maximum depths of boreholes and Standard Penetrometer Testings (SPT), which could only be applied to max. 20 m depth. To integrate the results gained from all three methods, and further to provide a fast statistical analysis tool for engineering use, the Information System Engineering Geology (ISEG, BGR) was developed. This geospatial information tool includes the seismic data, all borehole information, geotechnical SPT and laboratory results from samples available in the investigation area. Thereby, the geotechnical 3D analysis of the subsurface units is enabled. The

  1. Engineering geology method of studying the suitability of the land overlying mined-out area to construction

    Energy Technology Data Exchange (ETDEWEB)

    Ma Jinrong; Peng Xiangfeng; Ding Chenjian [China University of Mining and Technology (China)

    1996-12-31

    The engineering geological problems occurring in the land overlying worked-out areas of coal mines were introduced. The methods of field investigation and experimental simulation of the engineering geological conditions of mined-out area were put forward. With the properties of reactivation of mined-out area, the suitability of the land overlying mined-put area for construction was analysed. Effective measures to strengthen the foundation soil and to protect the buildings from subsidence were given. 6 refs., 1 fig.

  2. ENVIRONMENTAL GEOLOGY

    Institute of Scientific and Technical Information of China (English)

    2007-01-01

    <正>20071510 Chen Ge(No.282 Geological Par- ty,Geological Bureau of Sichuan Nuclear In- dustry,Deyang,Sichuan 618000)Assess- ment of Geological Hazards in the Sichuan Sector of the Nanchong-Wanzhou 500 KV Transmisson Line Engineering(Acta Geolog- ica Sichuan,ISSN 1006-0995,CN 51- 1273/P,26(2),2006,p.88-93,2 tables) Key words:geologic hazards,construction field,Sichuan Province Possibility of inducing and intensifying geological hazards by the Nanhong- Wanzhou 500 KV transmission line engineer- ing,geological hazards which probably occur

  3. Engineering geology and the environment - do coal geologists have environmental responsibilities

    Energy Technology Data Exchange (ETDEWEB)

    McIlveen, G.R.

    1981-01-01

    Environmental planning for the impacts of coal mining is as much part of mine planning as any other design component. Planning rehabilitation is also part of this planning process, and, therefore, part of the mine design, rather than a procedure which can be postponed till a later date. Environmental planning procedures should aim to achieve informed and realistic decisions, based on a coordinated evaluation of data on natural systems, resource demands, and likely mining developments. Geologists bring a natural science background to design teams otherwise composed largely of engineers. They can contribute at all stages of the planning process, including the exploration or design stage, the assessment stage, and the mining or monitoring stage. Basic geological data are needed for environmental planning, since the structure and composition of the resource determines the mining method adopted and hence the environmental impacts of its extraction. Collecting environmental data is done most cost effectively during the exploration program, providing the opportunity for effective design at an early stage. Other important environmental geological aspects are: hydrogeochemical parameters such as the relationship between the distribution of sulphur minerals and water quality; groundwater quality and aquifer characteristics and their subsequent behaviour as spoil; geotechnical aspects of long-term spoil and final high wall stabilities; and the heritage value of exposed geological features. Geological inputs at both site-specific and regional scales are also required at the stage when the project is being assessed prior to development approval.

  4. Development of teaching modules for geology and engineering coursework using terrestrial LiDAR scanning systems

    Science.gov (United States)

    Yarbrough, L. D.; Katzenstein, K.

    2012-12-01

    Exposing students to active and local examples of physical geologic processes is beneficial to the learning process. Students typically respond with interest to examples that use state-of-the-art technologies to investigate local or regional phenomena. For lower cognitive level of learning (e.g. knowledge, comprehension, and application), the use of "close-to-home" examples ensures that students better understand concepts. By providing these examples, the students may already have a familiarity or can easily visit the location. Furthermore, these local and regional examples help students to offer quickly other examples of similar phenomena. Investigation of these examples using normal photographic techniques, as well as a more sophisticated 3-D Light Detection And Ranging (LiDAR) (AKA Terrestrial Laser Scanning or TLS) system, allows students to gain a better understanding of the scale and the mechanics of the geologic processes and hazards. The systems are used for research, teaching and outreach efforts and depending on departmental policies can be accessible to students are various learning levels. TLS systems can yield scans at sub-centimeter resolution and contain surface reflectance of targets. These systems can serve a number of learning goals that are essential for training geoscientists and engineers. While querying the data to answer geotechnical or geomorphologic related questions, students will develop skills using large, spatial databases. The upper cognitive level of learning (e.g. analysis, synthesis, and evaluation) is also promoted by using a subset of the data and correlating the physical geologic process of stream bank erosion and rock slope failures with mathematical and computer models using the scanned data. Students use the examples and laboratory exercises to help build their engineering judgment skills with Earth materials. The students learn not only applications of math and engineering science but also the economic and social implication

  5. Engineering-geological conditions of the effect of a landslide from mining activity

    Science.gov (United States)

    Marschalko, M.; Hofrichterová, L.; Lahuta, H.

    2010-12-01

    The paper deals with a slope deformation in Řepiště (Paskov), which is located between the towns of Ostrava and Frýdek Místek; Řepiště is situated in the Ostrava-Karviná District within the reach of the effects of mining activity. The deformation involves the Paskov Mine, which is the only active mine in the Ostrava section of the district. The study included mapping complemented with a geophysical survey using resistance tomography; along with the information obtained from the inspection, it provided an overview of the engineering-geological conditions of the slope deformation. The interpretation of the data obtained identified a very complicated structure, including several levels of slip surfaces. The landslide is thus a textbook example of slope movements with a very complicated geological structure occupying an extensive spatial area in the mining landscape and affecting the stability of a road running directly through its body.

  6. Engineering geology considerations for park planning, Antelope Island State Park, Davis County, Utah

    Science.gov (United States)

    Hecker, Suzanne; Case, William F.; King, Jon K.; Willis, Grant C.

    2000-01-01

    Report: 00-1 In the mid-1980s, historically high levels of Great Salt Lake caused damage to park facilities on Antelope Island and destroyed the causeway linking the park to the mainland. Information on the engineering geology of Antelope Islandcan be used to improve park facilities and reduce the risk from geologic hazards and poor construction conditions. Certain characteristics of the geologic environment need to be considered in park planning. During wet cycles, Great Salt Lake may reach static levels of 4,217 feet (1,285.3 m), and wave- and wind-elevated levels locally may reach 6.5 feet (2 m) higher. A probabilistic assessment of the earthquake ground-shaking hazard along the Wasatch Front indicates that peak ground accelerations of approximately 0.20 to 0.30 g have a one-in-ten chance of being exceeded in 50 years on the island. A slope-failure hazard exists locally in colluvial and Lake Bonneville deposits, along the modern shore, and beneath cliffs. Flash-flood and debris-flow hazards exist on alluvial fans. Areas in the southern two-thirds of the island may have a relatively high potential for radon emission. Particular soil types on the island may be expansive, compressible, erodible, impermeable, or susceptible to liquefaction or hydrocompaction. The distribution of most geologic hazards can be defined, and many locations on the island have conditions suitable for construction. Lacustrine sand and gravel deposits are wide-spread and have engineering characteristics that are generally favorable for foundations. However, facilities and roads built close to the modern shoreline may be susceptible to lake flooding and erosion, slope failures, shallow ground water, and burial by active sand dunes. Well-graded (poorly sorted) alluvial-fan deposits are generally most suitable for wastewater disposal, although they may be subject to flooding or be underlain by low-permeability, fine-grained lacustrine deposits.

  7. Study on engineering geological stability of rock mass at Shanmen silver deposit

    Institute of Scientific and Technical Information of China (English)

    Ming FENG; Li LIU; Yu ZHANG; Xigang REN; Chengke XU

    2006-01-01

    The natural balance conditions will be disturbed and produce a series of problems when mineral deposit has mined. This paper has researched the engineering rock masses have been researched in this study, structural planes, the distribution characteristics of tectonic geological factors and the stability of engineering structures according to the theory and research methods of rock mechanics, it will provide the engineering geological evidence for mining area exploited, meanwhile pledge the safety production. Shanmen silver deposit is a large epithermal deposit,it is controlled by NE to NNE strike faults. The stability of rock mass is acted on the tectonic movement and hot metalliferous brine in long-term. Especially,strength of rock mass becomes softened, muddy and loosed under the action of water,so the lower stability of rock mass is,the easier it can take place for harm of disaster threatening production safe of mining. For this reason,it is very important that drawing up a plan to lower harm for mine and protect.

  8. The Influence of Engineering-Geological Conditions on the Construction of the Radioactive Waste Dump

    Directory of Open Access Journals (Sweden)

    Jozef Kuzma

    2007-01-01

    Full Text Available A secure stability and reliable serviceability of the radioactive dump is a difficult engineering problem. Due to the difficult geological formations determined mainly by a high compressibility, the low shear strength of soils, and the high ground water level, or a high upward hydrostatic pressure these demands will increase. An influence of the required reliability and the lifespan on the structure of these specific objects is considerable. In this contribution, we are trying to contribute to the problem of solving these difficulties and complicated problems.

  9. Reconnaissance engineering geology of the Haines area, Alaska, with emphasis on evaluation of earthquake and other geologic hazards

    Science.gov (United States)

    Lemke, Richard Walter; Yehle, Lynn A.

    1972-01-01

    The Alaska earthquake of March 27, 1964, brought into sharp focus the need for engineering geologic studies in urban areas. Study of the Haines area constitutes an integral part of an overall program to evaluate earthquake and other geologic hazards in most of the larger Alaska coastal communities. The evaluations of geologic hazards that follow, although based only upon reconnaissance studies and, therefore, subject to revision, will provide broad guidelines useful in city and land-use planning. It is hoped that the knowledge gained will result in new facilities being built in the best possible geologic environments and being designed so as to minimize future loss of life and property damage. Haines, which is in the northern part of southeastern Alaska approximately 75 miles northwest of Juneau, had a population, of about 700 people in 1970. It is built at the northern end of the Chilkat Peninsula and lies within the Coast Mountains of the Pacific Mountain system. The climate is predominantly marine and is characterized by mild winters and cool summers. The mapped area described in this report comprises about 17 square miles of land; deep fiords constitute most of the remaining mapped area that is evaluated in this study. The Haines area was covered by glacier ice at least once and probably several times during the Pleistocene Epoch. The presence of emergent marine deposits, several hundred feet above sea level, demonstrates that the land has been uplifted relative to sea level since the last major deglaciation of the region about 10,000 years ago. The rate of relative uplift of the land at Haines during the past 39 years is 2.26 cm per year. Most or all of this uplift appears to be due to rebound as a result of deglaciation. Both bedrock and surficial deposits are present in the area. Metamorphic and igneous rocks constitute the exposed bedrock. The metamorphic rocks consist of metabasalt of Mesozoic age and pyroxenite of probable early middle Cretaceous age. The

  10. Innovative aspects for teaching the Geology and Climatology course in Agricultural and Forestry Engineering degrees

    Science.gov (United States)

    del Campillo, M. C.; Cañasveras, J. C.; Sánchez-Alcalá, I.; Sánchez-Rodríguez, A. R.; Alburquerque, J. A.; Castro, M. A.; Rey, M. A.; Barrón, V.; Torrent, J.

    2012-04-01

    Courses of the first year at Engineering are typically basic to understanding other subjects and in many cases less attractive for students. In order to innovate and incorporate some aims of the Bologna process, here we present the development of the course of Geology and Climatology given the first year of Agricultural and Forestry degrees at the University of Córdoba. Temporal distribution of activities was as follows: a) to the whole group: 35% of master class, 5% of conferences and 10% of field trip, b) to the medium group (<30 students) 20% of seminars and c) to the small group (<15 students) 25% laboratory and field practical class, and 5% final oral presentation of individual work. Students were assigned the performance of a professional work: characterization of the geology and climatology of an area that will need to know for the courses in the coming years (for example soil science, crop sciences and environmental sciences). Students have to a) complete a literature review of all work done to date, b) use and study the geological map (1:50000) published by the Geological Survey of Spain (IGME), visit the study area in which they had to pick up rocks and subsequently to characterize them, and c) obtain meteorological data from the Spanish Agency of Meteorology (AEMET) (minimum 30 years of precipitation, 15 years of temperatures and 10 years of other variables) for a complete characterization of the climate. The assessment system for students included: attend classes, participation in practicals and excursions, carry out exercices, oral presentation of the report and a final written test. Key factors that favored student participation and interest in the course were: a) the small number of students in classes dedicated to the practicals and seminars and the continuous advice from teachers, and b) the personal choice by the student of the work area, usually close to their origin and in many cases from family property. All of this has served to students, who

  11. Getting a feel for the reservoir : production data analysis tool combines engineering and geology

    Energy Technology Data Exchange (ETDEWEB)

    Cope, G.

    2006-04-15

    Calgary-based Rapid Solutions Corporation monitors the trends in oilpatch and supplies a wide range of well life-cycle software tools to the petroleum industry. The company has developed a software tool to update traditional reservoir engineering methods. The Prodesy can do a complete well analysis in 5 to 10 minutes. The tool creates well production profiles, as well as reserves, permeability and drainage information. Most gas wells begin at a high rate of production then decline rapidly until production stabilizes into a long, slow decline rate. The Prodesy analyzes production rate and wellhead pressure data using traditional engineering equations. The software program can create multiple cases to respond to a range of scenarios, such as the addition of compression, stimulation and infill drilling. Reservoir physics models are used to quantify what happens in the case of fractured reservoirs or compression. Supporting graphs, reports and export data are also created by Prodesy for economic analysis. The tool is also programmed to deal with unconventional sources such as tight gas, shales and coalbed methane (CBM). Users can also import data from Accumap, SCADA systems and most databases. The reasonably priced tool brings engineering and geology together by helping reservoir engineers understand what geologists think is in a reservoir and tie in pressure and volumetrics, and drainage and rock properties. Ten Calgary-based companies are currently using the software tool. 2 refs.

  12. ENGINEERING-GEOLOGICAL CHARACTERISTICS OF THE LANDSLIDE MLIJA AND THEIR IMPACT ON ENGINEERING STRUCTURES (OMIŠ, SOUTHERN CROATIA

    Directory of Open Access Journals (Sweden)

    Slobodan Šestanović

    1998-12-01

    Full Text Available In order to design the by-pass road of the city of Omiš which will partially he founded on the landslide Mlija and for the safety of foundations of houses, detail subsurface exploration especially engineering-geological surveys, geophysical surveys, boring and laboratory tests of the sliding material were conducted. Obtained results are presented in this paper. Due to numerous damages of roads, walls and houses built in the area of Mlija and Borak, the possibility of construction in the area was discussed and the foundation method proposed. In order to obtain an overview of circumstances, constant monitoring of variations of the water table level and velocity of the moving material has been proposed.

  13. Development of a permanent geological environment model of Kazan city aimed to solve various engineering-geological problems (Russia)

    Science.gov (United States)

    Zharkova, N.; Latypov, A.; Shevelev, A.; Khuzin, I.

    2016-03-01

    The article discusses the composition, structure and operation principles of a digital geological environment model for the urban area located in the valley of a large lowland river (the Volga). The model is implemented in ESRI (ArcView and ArcGis) and MapInfo software environments. The basis of the model is the data on the composition and physical and mechanical properties of soils, the information about ground waters and industrial loads. The model has been used to conduct zoning of soil conditions, groundwater aggressivity to the materials of underground structures. Also, the areas of existing and possible exogenous geological processes (flooding, karst, suffusion, erosion, landslides) have been identified. According to the model, it is offered to evaluate the stability of geological environment to human impact using typification on the soil conditions based on the pre-zoning of water content and the degree of drainage. A new monitoring system of dangerous exogenous geological processes has been developed, the impact of exogenous processes on the residential buildings has been estimated, and, also, the analysis and evaluation of geological risks have been performed. According to the data on the composition, density and water saturation of soils, the stability of the ground bases to a dynamic impact has been estimated.

  14. QTPV Data Model and Algorithm and Its Application to Geological Exploration Engineering

    Institute of Scientific and Technical Information of China (English)

    CHENG Penggen; SHI Wenzhong; GONG Jianya; ZHOU Guoqing

    2005-01-01

    3D spatial data model and simulating are the core of 3D GIS can be adopted in different domains. A data model based on Quasi Tri-Prism Volume (QTPV) has been proposed. QTPV definition and its special cases have been discussed. Using QTPV and its special cases, irregular natural geological bodies and regular subsurface engineering can be described efficiently. The proposed model is composed of five primitives and six objects. Data structures and topological relationship of the fives primitives and three objects describing stratigraphy are designed in detail. Some schemes are designed for the QTPV modelling of stratigraphy and subsurface engineering according to modelling data. The model manipulation method of QTPV cutting by an arbitrary plane is discussed. Using VC++6.0 programming language integrated with SQL database and OpenGL graphic library under windows environment, a system prototype 3DGeoMV has been developed. The experiment result shows that the QTPV model is feasible and efficient in modelling subsurface engineering.

  15. Engineering-Geological Data Model - The First Step to Build National Polish Standard for Multilevel Information Management

    Science.gov (United States)

    Ryżyński, Grzegorz; Nałęcz, Tomasz

    2016-10-01

    The efficient geological data management in Poland is necessary to support multilevel decision processes for government and local authorities in case of spatial planning, mineral resources and groundwater supply and the rational use of subsurface. Vast amount of geological information gathered in the digital archives and databases of Polish Geological Survey (PGS) is a basic resource for multi-scale national subsurface management. Data integration is the key factor to allow development of GIS and web tools for decision makers, however the main barrier for efficient geological information management is the heterogeneity of data in the resources of the Polish Geological Survey. Engineering-geological database is the first PGS thematic domain applied in the whole data integration plan. The solutions developed within this area will facilitate creation of procedures and standards for multilevel data management in PGS. Twenty years of experience in delivering digital engineering-geological mapping in 1:10 000 scale and archival geotechnical reports acquisition and digitisation allowed gathering of more than 300 thousands engineering-geological boreholes database as well as set of 10 thematic spatial layers (including foundation conditions map, depth to the first groundwater level, bedrock level, geohazards). Historically, the desktop approach was the source form of the geological-engineering data storage, resulting in multiple non-correlated interbase datasets. The need for creation of domain data model emerged and an object-oriented modelling (UML) scheme has been developed. The aim of the aforementioned development was to merge all datasets in one centralised Oracle server and prepare the unified spatial data structure for efficient web presentation and applications development. The presented approach will be the milestone toward creation of the Polish national standard for engineering-geological information management. The paper presents the approach and methodology

  16. ENVIRONMENTAL GEOLOGY

    Institute of Scientific and Technical Information of China (English)

    2016-01-01

    20160639Cai Wutian(Center for Hydrogeology a nd Environmental Geology Survey,China Geological Survey,Baoding071051,China)Several Issues on Contaminated Sites(Hydrogeology and Engineering Geology,ISSN1000-3665,CN11-2202/P,42(1),2015,p.123

  17. A Case Study for a Digital Seabed Database:Bohai Sea Engineering Geology Database

    Institute of Scientific and Technical Information of China (English)

    SU Tianyun; ZHAI Shikui; LIU Baohua; LIANG Ruicai; ZHENG Yanpeng; WANG Yong

    2006-01-01

    This paper discusses the designing plan of ORACLE-based Bohai Sea engineering geology database structure from requisition analysis, conceptual structure analysis, logical structure analysis, physical structure analysis and security designing.In the study, we used the object-oriented Unified Modeling Language (UML) to model the conceptual structure of the database and used the powerful function of data management which the object-oriented and relational database ORACLE provides to organize and manage the storage space and improve its security performance.By this means, the database can provide rapid and highly effective performance in data storage, maintenance and query to satisfy the application requisition of the Bohai Sea Oilfield Paradigm Area Information System.

  18. Marine Engineering Geological Exploration Information System (MEGEIS): A GIS-based Application to Marine Resources Exploitation

    Institute of Scientific and Technical Information of China (English)

    2007-01-01

    Based on the ArcGIS geographic information system and the ORACLE database management system, this paper reports our studies on the technology of Marine Engineering Geological Exploration Information System (MEGEIS). By analyzing system structure, designing function modules and discussing data management, this paper systematically proposes a framework of technology to integrate, manage, and analyze the seabed information comprehensively. Then, the technology is applied to the design and development of the Bohai Sea Oilfield Paradigm Area Information System. The system can not only meet the practical demands of marine resources exploration and exploitation in the Bohai Sea oilfield, but also serve as a preparatory work in theory and technology for the realization of the 'Digital Seabed'.

  19. A case study for a digital seabed database: Bohai Sea engineering geology database

    Science.gov (United States)

    Tianyun, Su; Shikui, Zhai; Baohua, Liu; Ruicai, Liang; Yanpeng, Zheng; Yong, Wang

    2006-07-01

    This paper discusses the designing plan of ORACLE-based Bohai Sea engineering geology database structure from requisition analysis, conceptual structure analysis, logical structure analysis, physical structure analysis and security designing. In the study, we used the object-oriented Unified Modeling Language (UML) to model the conceptual structure of the database and used the powerful function of data management which the object-oriented and relational database ORACLE provides to organize and manage the storage space and improve its security performance. By this means, the database can provide rapid and highly effective performance in data storage, maintenance and query to satisfy the application requisition of the Bohai Sea Oilfield Paradigm Area Information System.

  20. Radioisotopic methods for investigations in engineering geology and hydrogeology. [Book (in Russian)

    Energy Technology Data Exchange (ETDEWEB)

    Ferronskii, V.I. (ed.)

    1977-01-01

    Information is presented on the use of ionizing radiation sources, and natural and synthetic isotopic indicators for resolving various problems in engineering geology, hydrogeology, and hydrochemistry. A description is given of methods based on the attenuation and scattering of gamma and neutron radiations. Descriptions are given of research results and production operations concerned with the use of penetration logging. Materials are presented on the use of natural stable and radioactive isotopes as well as synthetic indicators for solving problems connected with the study of underground water movement. An examination is made of problems in the processes of diffusion and sorption in interstitial solutions. Physicomathematical principles are presented for the quantitative interpretation of data on the isotopic composition of natural waters.

  1. Pseudo-seismic wavelet transformation of transient electromagnetic response in engineering geology exploration

    Science.gov (United States)

    Xue, G. Q.; Yan, Y. J.; Li, X.

    2007-08-01

    This paper presents some new theoretical analysis and numerical simulations of that transient electromagnetic diffusion-field response is transformed into a pseudo-seismic wavelet in engineering geology exploration. It can clearly reveal the electric interface under ground. To simplify the integral equation used in the transformation, the integral range is separated into seven windows, and each window is compiled into a group of integral coefficients. Then, the accuracy of the coefficients is tested, and the calculated coefficients are used to derive the pseudo-seismic wavelet by optimization method. Finally, several geo-electric models are designed, so that model responses are transformed into the pseudo-seismic wavelet. The transformed imaginary wave shows that some reflection and refraction phenomena appear when the wave meets the electric interface. This result supports the introduction of the seismic interpretation in data processing of transient electromagnetic method.

  2. Marine Engineering Geological Exploration Information System (MEGEIS): A GIS-based application to marine resources exploitation

    Science.gov (United States)

    Su, Tianyun; Liu, Baohua; Zhai, Shikui; Liang, Ruicai; Zheng, Yanpeng

    2007-07-01

    Based on the ArcGIS geographic information system and the ORACLE database management system, this paper reports our studies on the technology of Marine Engineering Geological Exploration Information System (MEGEIS). By analyzing system structure, designing function modules and discussing data management, this paper systematically proposes a framework of technology to integrate, manage, and analyze the seabed information comprehensively. Then, the technology is applied to the design and development of the Bohai Sea Oilfield Paradigm Area Information System. The system can not only meet the practical demands of marine resources exploration and exploitation in the Bohai Sea oilfield, but also serve as a preparatory work in theory and technology for the realization of the ‘Digital Seabed’.

  3. Loesses Near KRAKÓW in Light of Geological-Engineering Research

    Science.gov (United States)

    Borecka, Aleksandra; Olek, Bartłomiej

    2013-03-01

    This work is only a preliminary study on the evaluation of geological engineering properties of loess area of Kraków. It has been expanded to include field tests (CPTU, DMT), which is an alternative to expensive and time-consuming laboratory tests. The field tests allow enough detail to track the variability of physical and mechanical properties of soils, but in many cases, provide too much information, because their interpretation is often based only on a qualitative analysis. Laboratory and field tests are complementary and should be continued in order to determine best the correlation between the measured values of the resistance probes (CPTU, DMT) and the results obtained from laboratory tests. This will provide new calculation formulas for the evaluation of geotechnical parameters of loess in situ.

  4. Possibilities of improving exactness of engineering-geology research results by the monitoring of the driving process

    Directory of Open Access Journals (Sweden)

    Krúpa Víazoslav

    2000-09-01

    Full Text Available In detail engineering-geology, hydrology and geotechnical research at driving a part of exploration gallery Branisko was fulfilled by results of computer application for the computing monitoring information of TBM driving process according to different viewpoints. A high density of the gathered information made it possible to determine a methodics for the classification of strength rock mass properties, to identify the influence of the rock mass damage and to apply some methods of rock classification. In the article are presented some results of the RQD coefficient determination, coefficient of burden by Terzag’s and the rock classification according to Protodjakonov. For each geologic entirety defined by the research, achieved results are compared with the engineering-geology research results. In the contribution, in a table form are elaborated values of four methods of determination: the RQD coefficient, the rock burden coefficient, and the Terzaghys and Protodjakonov methods of rock classification. For the 42 geologic sections of the total length of 2340m that was driven by a full profile driving machine Wirth TB-II-330H/M (geologic sections were defined by in detail geological, engineering geological, hydrological and geotechnical exploration elaborated by employees of INGEO, a.s., Žilina, and were compared to the results of the rock categorization according to the classification classes defined by Deere, Terzaghi and Protodjakonov. The classification of the rocks into categories was based on the arithmetic average of defined values. The values of deviation or dispersion or coefficient of variation were not considered. From the graphical result presentation of the methods for the chosen 500 m section of the exploratory gallery of the motorway tunnel Branisko (that are presented by the values gained from the computer monitoring process, it results, that in geological units it is possible to determine local changes of rock properties. These

  5. ECONOMIC GEOLOGY (5)GEOTHERMICS GEOLOGY

    Institute of Scientific and Technical Information of China (English)

    2007-01-01

    <正>20071202 Bai Fu(Second Prospecting Insti- tute of Geology and Mineral Resources of the Gansu Bureau of Geology and Mineral Re- sources,Lanzhou 730020,China);Ma Genxi Analysis of the Occurrence of the Geother- mal Resources in Lanzhou,Gansu Province (Hydrogeology & Engineering Geology,

  6. MATHEMATICAL GEOLOGY

    Institute of Scientific and Technical Information of China (English)

    2004-01-01

    <正>20040862 Chen Zhihua (Faculty of Engineering, China University of Geosciences, Wuhan, Hubei); Guan Xuefeng Development of DBMS for Environmental Geologic Hazards on WebGIS (Hydrogeology & Engineering Geology, ISSN1000-3665, CN11-2202/P, 30(2), 2003, p. 20-24, 3 illus. , 9 refs. )

  7. Engineering geologic conditions at the sinkhole entrance to Logan Cave, Benton County, Arkansas

    Science.gov (United States)

    Schulz, William H.; McKenna, Jonathan P.

    2004-01-01

    Logan Cave, located in Benton County, Arkansas, is inhabited by several endangered and threatened species. The cave and surrounding area was designated a National Wildlife Refuge under the control of the U.S. Fish and Wildlife Service (USFWS) in 1989. Cave researchers access the cave through a steep-sided sinkhole entrance, which also is one of the two access points used by endangered bats. There is evidence of instability of one of the entrance slopes that has raised concerns that the entrance could close if slope failure was to occur. At the request of USFWS, we performed an engineering geologic investigation of the sinkhole to evaluate stability of this slope, which is comprised of soil, and other mechanisms of sediment transport into the cave entrance. The investigation included engineering geologic mapping, sampling and laboratory testing of subsurface geologic materials, and slope-stability analysis. We found that the sinkhole slope that extends into the entrance of the cave is comprised of sandy and gravelly soil to the depths explored (6.4 meters). This soil likely was deposited as alluvium within a previous, larger sinkhole. Based on properties of the alluvium, geometry of the slope, and results of finite-element slope-stability analyses, we conclude that the slope is marginally stable. Future failures of the slope probably would be relatively thin and small, thus several would be required to completely close the cave entrance. However, sediment is accumulating within the cave entrance due to foot traffic of those accessing the cave, surface-water erosion and transport, and shallow slope failures from the other sinkhole slopes. We conclude that the entrance will be closed by sediment in the future, similar to another entrance that we identified that completely closed in the past. Several measures could be taken to reduce the potential for closure of the cave entrance, including periodic sediment removal, installation of materials that reduce erosion by

  8. Researches on the characteristics of engineering geology of the high stress soft rockmasses in Tonger coal mine

    Energy Technology Data Exchange (ETDEWEB)

    Peng Tao; He Manchao [China University of Mining and Technology (China). China Graduate School

    1996-12-31

    High stress soft rock refers to a kind of engineering rock mass which has remarkable plastic deformation under the condition of high stress. The characteristics of engineering geology of the high stress soft rock mass in the Tonger coal mine are discussed in terms of the clay mineral components, water absorption, mechanical properties, stability, stress strength and other properties of the soft rock mass. 2 refs., 6 figs., 6 tabs.

  9. Engineering geology and ground water considerations for sanitary landfills in Wisconsin-aged morainal deposits of central Indiana

    Energy Technology Data Exchange (ETDEWEB)

    West, T.R.

    1985-01-01

    In the past five years the author has been engaged as an engineering geology consultant concerning a number of existing and proposed landfills, located in the Wisconsin morainal plains of central Indiana. Work has involved the representation of landfill owners in some cases and opposing citizens in others. For each case except one, municipal waste or conventional waste landfills were involved with the other involving hazardous waste disposal. Several major geologic considerations are involved in proper sitting of landfills in this region. These include: (1) Type, nature and stratigraphy of unconsolidated materials; (2) Thickness of unconsolidated material; (3) Type and nature of bedrock below unconsolidated material: (4) Groundwater supplies in vicinity; (5) Topography of site including flood potential; and (6) Groundwater table and water bearing zones involved. Engineering details of landfill construction and monitoring must also be considered in regard to the site geology. Aspects of leachate generation and containment must be addressed as well.

  10. Appolonian Packing and Fractal Shape of Grains Improving Geomechanical Properties in Engineering Geology

    Science.gov (United States)

    Hecht, C. A.

    Fractal packing and highly irregular shaped particles increase the mechanical properties of rocks and building materials. This suggests that fractal methods are good tools for modeling particle mixes with efficient properties like maximum strength and maximum surface area or minimum porosity and minimum permeability. However gradings and packings are calculated by ``Euclidean'' disk models and sphere models. Surprisingly even the simplest models are far more complex than they appear. The fractal ``Appolonian packing model'' is proposed as the most universal two-dimensional packing model. However the inhomogeneity of gradings and the irregularity of natural grain shapes and surfaces are not reflected by these models. Consequently calculations are often far from empirical observations and experimental results. A thorough quantification of packings and gradings is important for many reasons and still a matter of intense investigation and controversial discussion. This study concentrates on fractal models for densely packed non-cohesive rocks, crushed mineral assemblages, concrete and asphalt mixtures. A summary of fractal grain size distributions with linear cumulative curves on log-log plots is presented for these mixtures. It is shown that fractal two-dimensional and three-dimensional models for dense packings reflect different physical processes of material mixing or geological deposition. The results from shear-box experiments on materials with distinct grain size distributions show a remarkable increase of the mechanical strength from non-fractal to fractal mixtures. It is suggested that fractal techniques need more systematical application and correlation with results from material testing experiments in engineering geology. The purpose of future work should lead towards the computability of dense packings of angular particles in three dimensions.

  11. Geological and engineering analysis of residual soil for forewarning landslide from highland area in northern Thailand

    Science.gov (United States)

    Thongkhao, Thanakrit; Phantuwongraj, Sumet; Choowong, Montri; Thitimakorn, Thanop; Charusiri, Punya

    2015-11-01

    One devastating landslide event in northern Thailand occurred in 2006 at Ban Nong Pla village, Chiang Klang highland of Nan province after, a massive amount of residual soil moved from upstream to downstream, via creek tributaries, into a main stream after five days of unusual heavy rainfall. In this paper, the geological and engineering properties of residual soil derived fromsedimentary rocks were analyzed and integrated. Geological mapping, electrical resistivity survey and test pits were carried out along three transect lines together with systematic collection of undisturbed and disturbed residual soil samples. As a result, the average moisture content in soil is 24.83% with average specific gravity of 2.68,whereas the liquid limit is 44.93%, plastic limit is 29.35% and plastic index is 15.58%. The cohesion of soil ranges between 0.096- 1.196 ksc and the angle of internal friction is between 11.51 and 35.78 degrees. This suggests that the toughness properties of soil change when moisture content increases. Results from electrical resistivity survey reveal that soil thicknesses above the bedrock along three transects range from 2 to 9 m. The soil shear strength reach the rate of high decreases in the range of 72 to 95.6% for residual soil from shale, siltstone and sandstone, respectively. Strength of soil decreaseswhen the moisture content in soil increases. Shear strength also decreases when the moisture content changes. Therefore, the natural soil slope in the study area will be stable when the moisture content in soil level is equal to one, but when the moisture content between soil particle increases, strength of soil will decrease resulting in soil strength decreasing.

  12. New results concerning geophysical and geological-engineering data. Case study Telega, Romania

    Science.gov (United States)

    Maftei, Raluca-Mihaela; Rusu, Emil; Cristea, Paul; Manj, Valeriu; Avram, Ovidiu; Tudor, Elena; Porumbescu, Constantina; Ciurean, Roxana

    2010-05-01

    New results concerning geophysical and geological-engineering data. Case study Telega, Romania R.Maftei, E.Rusu, P.Cristea, V.Manj, R.Ciurean, O.Avram, E.Tudor, C.Porumbescu Geological Institute of Romania, Geohazard, Bucharest, Romania (mafteir@yahoo.com) Geophysical tests The geoelectric investigation (October-November 2009) outlines horizontally the sliding area, and vertically the elements of the landslide surface - position, depth, shape, and the bedrock's relief. The quantitative interpretation of the resistivity geoelectrical vertical tests, and the correlation with the geological structure identified 3 sliding surfaces, from which only the upper one (2-6m depth) was known before the stability works. There were localized the rainfall waters circulation and accumulation zones, areas with high sliding risk. Same results were obtained in sliding zones, been localized the principal elements of the landslides, with practical implications in land instability and estimation of the evolution of the destructive phenomena mechanisms. With this study we try to quantify the complex relationship between the natural factors that generate the terrain instability phenomena and the intensity of the socio-economic effects, at a regional and local scale, by correlating the engineering geology information and geophysical data. Recent seismic research program (September 2009) conceived for "La Butoi" landslide, Telega locality, aims to a specific monitoring of the dynamic deformations, more active in the central part of the landslide, with reference to the shallow seismic refraction information obtained in the 2004 - 2005 period. The investigations were performed on a seismic lines network, and two seismic boundaries, in the shallow seismic section, were exhibited. As a result, one can observe the curvature tendency of the first arrivals sin-phase for the end-off shot devices, setting off the velocity increasing regime with depth; relative high variations and irregularities of

  13. MATHEMATICAL GEOLOGY

    Institute of Scientific and Technical Information of China (English)

    2007-01-01

    <正>20072288 Hong Quan(Ningbo Institute for Engineering Investigation,Ningbo 315012,China)Design of Information Management System for Engineering Investigation Maps Based on C/S Model(The Chinese Journal of Geological Hazard and Control,ISSN1003-8035,CN11-2852/P,17(1),2006,p.86-90,2 illus.,6 refs.)Key words:information systems,engineering geological map

  14. Significant geological engineering assessment salt massif, using them as a medium for the construction of underground objects for different purposes

    Directory of Open Access Journals (Sweden)

    Bosevskaja L,P.

    2010-06-01

    Full Text Available At present time rock salt bodies are considered to be not only an object for mining operations (rock salt but also a favorable geological environment for allocating different under-ground objects. Yet to this day there is no generally accepted synergetic system of engineering-geological estimation of rock salt bodies. In the paper given they propose underlying principles of system approach to solving issues of keeping equilibrium system under creating man-caused cavities of different purposes in rock salt bodies.

  15. Engineering geology of the Geysers Geothermal Resource Area, Lake, Mendocino, and Sonoma Counties, California. Special report 122

    Energy Technology Data Exchange (ETDEWEB)

    Bacon, C.F.; Amimoto, P.Y.; Sherburne, R.W.; Slosson, J.E.

    1976-01-01

    Guidelines for the engineering geology assessment of The Geysers Geothermal Resource Area (GRA) are presented. Approximately 50 percent of the geothermal wells and some of the power plants are presently located on landslide areas. Several geothermal wells have failed, causing additional land instability, loss of energy resource, and unnecessary expense. Hazardous geologic conditions in the area are identified, and measures for mitigating those hazardous conditions are recommended. Such measures or other equally adequate measures should be considered for any proposed development activity in The Geysers area.

  16. Technical reliability of geological disposal for high-level radioactive wastes in Japan. The second progress report. Part 2. Engineering technology for geological disposal

    Energy Technology Data Exchange (ETDEWEB)

    NONE

    1999-11-01

    Based on the Advisory Committee Report on Nuclear Fuel Cycle Backend Policy submitted to the Japanese Government in 1997, JNC documents the progress of research and development program in the form of the second progress report (the first one published in 1992). It summarizes an evaluation of the technical reliability and safety of the deep geological disposal concept for high-level radioactive wastes (HLW) in Japan. The present document, part 2 of the progress report, concerns engineering aspect with reference to Japanese geological disposal plan, according to which the vitrified HLW will be disposed of into a deep, stable rock mass with thick containers and surrounding buffer materials at the depth of several hundred meters. It discusses on multi-barrier systems consisting of a series of engineered and natural barriers that will isolate radioactive nuclides effectively and retard their migrations to the biosphere environment. Performance of repository components, including specifications of containers for vitrified HLW and their overpacks under design as well as buffer material such as Japanese bentonite to be placed in between are described referring also to such possible problems as corrosion arising from the supposed system. It also presents plans and designs for underground disposal facilities, and the presumed management of the underground facilities. (Ohno, S.)

  17. NATO Advanced Research Workshop on Chemical Instabilities : Applications in Chemistry, Engineering, Geology, and Materials Science

    CERN Document Server

    Baras, F

    1984-01-01

    On March 14-18, 1983 a workshop on "Chemical Instabilities: Applications in Chemistry, Engineering, Geology, and Materials Science" was held in Austin, Texas, U.S.A. It was organized jointly by the University of Texas at Austin and the Universite Libre de Bruxelles and sponsored qy NATO, NSF, the University of Texas at Austin, the International Solvay Institutes and the Ex­ xon Corporation. The present Volume includes most of the material of the in­ vited lectures delivered in the workshop as well as material from some posters, whose content was directly related to the themes of the invited lectures. In ,recent years, problems related to the stability and the nonlinear dynamics of nonequilibrium systems invaded a great num­ ber of fields ranging from abstract mathematics to biology. One of the most striking aspects of this development is that subjects reputed to be "classical" and "well-established" like chemistry, turned out to give rise to a rich variety of phenomena leading to multiple steady states and...

  18. Integrated geologic and engineering reservoir characterization of the Hutton Sandstone, Jackson region, Australia

    Energy Technology Data Exchange (ETDEWEB)

    Hamilton, D.S.; Holtz, M.H.; Yeh, J. [Univ. of Texas, Austin, TX (United States)] [and others

    1996-08-01

    An integrated geologic and engineering reservoir characterization study of the Hutton Sandstone was completed for the Jackson region, Eromanga Basin, Australia. Our approach involves four principal steps: (1) determine reservoir architecture within a high-resolution sequence stratigraphic framework, (2) investigate trends in reservoir fluid flow, (3) integrate fluid flow trends with reservoir architecture to identify fundamental reservoir heterogeneities, and (4) identify opportunities for reserve growth. Contrary to the existing perception, the Hutton Sandstone, a continental-scale bed-load fluvial system, does not behave as a large, homogeneous tank in which pistonlike displacement of produced oil occurs unimpeded by vertical migration of the aquifer. The sequence stratigraphic analysis identified numerous thin but widespread shale units, deposited during lacustrine flooding events that periodically interrupted episodes of coarse clastic Hutton deposition. These shales represent chronostratigraphically significant surfaces. More importantly, the trends established in reservoir fluid flow from monitoring aquifer encroachment, production response to water shut-off workovers, and differential depletion in Repeat Formation Tests indicate that these shale units act as efficient barriers to vertical fluid flow. Erosion of the upper part of the Hutton reservoir by the younger Birkhead mixed-load fluvial system caused further stratigraphic complexity and introduced additional barriers to vertical and lateral migration of mobile oil and aquifer encroachment. This integrated characterization targeted strategic infill and step-out drilling and recompletion candidates.

  19. Engineering geology study of the mechanism of non-mining ruptures of the shaft in the coal mine

    Energy Technology Data Exchange (ETDEWEB)

    Li, W.; Yu, S.; Liu, H. [China University of Mining and Technology, Xuzhou (China)

    1996-12-31

    Non-mining ruptures of the shaft, which have continually taken place in the coal mining areas of East China in recent years, are a new kind of geological disaster. In this paper the characteristics of non-mining ruptures of shaft and its endangerment are presented. The engineering geological conditions of the shaft rupture are analysed. Based on the testing results of the mechanical parameters of soil and concrete interaction on the interface of soil and shaft wall, regarding the interface as interface elements, using elastic-lastic FEM, the interaction between soil and shaft wall is simulated when the dewatering deformation of the deep soil mass is taking place. The inherent mechanism of non-mining ruptures of the shaft are revealed. The research in this paper offered a geological theoretical basis for the prevention and cure of non-mining ruptures of the shaft. 1 ref., 3 figs.

  20. Study on ground temperature change and characteristic response of engineering geology of permafrost along Qinghai-Tibet Railway

    Institute of Scientific and Technical Information of China (English)

    PAN Weidong; WANG Quancai; YU Shaoshui; ZHANG Xiaoyan

    2003-01-01

    Along with the global warming in the recent scores of years, comparatively big changes have taken place in the weather and other environmental conditions of the permafrost area in the Qinghai-Tibet Plateau, and very big changes have also occurred in the engineering geological conditions of the permafrost area. Based on a large volume of field survey data, this paper discusses the regularities of horizontal and vertical distribution of permafrost, with its focus of analysis on the temperature change characteristics of the soil in different frozen-soil zones, as well as presents simulation analysis and research for the engineering geologic characteristic response changes that would occur in the future when the temperature of the frozen soil in different zones rises by 1 and 2.6℃ respectively, which will have a tremendous impact on the stability of constructional work.

  1. ENVIRONMENTAL GEOLOGY

    Institute of Scientific and Technical Information of China (English)

    2004-01-01

    <正>20041748 Chen Liang (China University of Geosciences, Nanjing , Jiangsu); Meng Gao-tou Application of Information Model on Geological Hazards Investigating and Zoning of Counties and Cities: Taking Xianju County, Zhejiang Province as an Example (Hydroge-ology & Engineering Geology, ISSN 1000-3665, CN11-2202/P, 30(5), 2003, p. 49 - 52, 4 illus. , 2 tables, 6 refs. ) Key words: geologic hazards, information systems

  2. Source document compilation: Los Alamos investigations related to the environment, engineering, geology, and hydrology, 1961--1990. Volume 1

    Energy Technology Data Exchange (ETDEWEB)

    Purtymun, W.D. [comp.

    1994-03-01

    This document is a compilation of informal reports, letters, and memorandums regarding geologic and hydrologic studies and investigations such as foundation investigations for structures, drilling or coring for environmental studies, development of water supply, or construction of test or observation wells for monitoring. Also included are replies requested for specific environmental, engineering, geologic, and hydrologic problems. The purpose of this document is to preserve and make the original data available to the environmental studies that are now in progress at Los Alamos and provide a reference for and supplement the LAMS report ``Records of Observation Wells, Test Holes, Test Wells, Supply Wells, Springs, and Surface water stations at Los Alamos: with Reference to the Geology and Hydrology,`` which is in preparation. The informal reports and memorandums are listed chronologically from December 1961 to January 1990. Item 208 is a descriptive history of the US Geological Survey`s activities at Los Alamos from 1946 through 1972. The history includes a list of published and unpublished reports that cover geology, hydrology, water supply, waste disposal, and environmental monitoring in the Los Alamos area.

  3. January 17, 1995, Hyogo-ken Nanbu Earthquake. Viewpoint of engineering geology; Hyogoken Nanbu Jishin. Oyo chishitsugaku kara no shiten

    Energy Technology Data Exchange (ETDEWEB)

    NONE

    1996-10-10

    Hanshin-Awaji earthquake investigation committee was organized by Japanese Engineering Geology Society to carry out the investigation in respect of Hyogo-ken Nanbu Earthquake occurred on January 17, 1995. In this feature edition, reports of said committee including `Crustal movement and seismic faulting`, `Earthquake motion: geology and structure damage`, `Actual circumstances and geological conditions of ground disasters` and `Groundwater fluctuations caused by the earthquake` are gathered. In compilation of `Earthquake motion and active fault`, the investigation on seismic fault and active fault is conducted and the evaluation as well as the studying theme in respect of seismic fault is summarized. In compilation of `Ground, earthquake motion and structure damage`, damage due to the earthquake motion caused by earthquake is concluded from the relations of geographical feature, geological structure and ground. In compilation of `Actual state of earthquake damage and ground condition`, the characteristics of ground damage are analyzed and the relations of such damages with geological structure and geographical feature are investigated. In compilation of `Groundwater fluctuation caused by the earthquake`, the characteristics of groundwater behaviors before and after earthquake are analyzed. 303 refs., 118 figs., 10 tabs.

  4. Source document compilation: Los Alamos investigations related to the environment, engineering, geology, and hydrology, 1961--1990. Volume 2

    Energy Technology Data Exchange (ETDEWEB)

    Purtymun, W.D. [comp.

    1994-03-01

    This document is a compilation of informal reports, letters, and memorandums regarding geologic and hydrologic studies and investigations such as foundation investigations for structures, drilling or coring for environmental studies, development of water supply, or construction of test or observation wells for monitoring. Also included are replies requested for specific environmental, engineering, geologic, and hydrologic problems. The purpose of this document is to preserve and make the original data available to the environmental studies that are now in progress at Los Alamos and provide a reference for and supplement the LAMS report ``Records of Observation Wells, Test Holes, Test Wells, Supply Wells, Springs, and Surface water stations at Los Alamos: with Reference to the Geology and Hydrology,`` which is in preparation. The informal reports and memorandums are listed chronologically from December 1961 to January 1990. Item 208 is a descriptive history of the US Geological Survey`s activities at Los Alamos from 1946 through 1972. The history includes a list of published and unpublished reports that cover geology, hydrology, water supply, waste disposal, and environmental monitoring in the Los Alamos area.

  5. Engineering-geological and geotechnical investigations for risk assessment of the University Olympic Village in Izmir (Turkey)

    Science.gov (United States)

    Kincal, Cem; Koca, Mehmet Yalçin; Yilmaz, H. Recep; Akgün, Mustafa; Özyalin, Şenol; Eskişar, Tuǧba; Akçiǧ, Zafer; van Loon, A. J. Tom

    2010-04-01

    The Metropolitan Municipality of Izmir (Turkey) designated a steeply inclined area for the construction of buildings to house the participants of the Izmir University Olympic Games. Before the construction activities could start, engineering geological and geotechnical investigations had to be carried out in order to establish which zones in the area were suitable for safe constructions. Seismic studies, borings and laboratory tests yielded the data, which were used for preparing five hazard maps in a GIS environment. The construction activities based on the results of this complex investigation appeared successful. The engineering geological investigations included geotechnical measurements on core samples obtained from the boreholes (core drilling) and laboratory testing. The rock-quality designation (RQD%) values of the rock units were determined and used in the rock-mass classification (rock-mass rating method) as an input parameter and in the calculation of the bearing capacity of the various rock units. Geophysical surveys were carried out to determine the seismic velocity of the rocks at the site. A short overview is provided of the main problems that had to be dealt with, and of the successive steps taken to solve the engineering-geological problems. Determination of these problems is necessary for adequate land-use planning and construction activities.

  6. Engineering for Operation of a Future Belgian Deep Geological Repository for ILW and HLW - 12379

    Energy Technology Data Exchange (ETDEWEB)

    Haverkamp, B.; Biurrun, E.; Nieder-Westermann, G.H. [DBE TECHNOLOGY GmbH, Peine (Germany); Van Humbeeck, H. [ONDRAF/NIRAS, Brussels (Belgium); Van Cotthem, Alain [Tractebel Engineering SA, Brussels (Belgium)

    2012-07-01

    In Belgium, an advanced conceptual design is being elaborated for deep geologic disposal of high level waste (HLW) and for low and intermediate level waste (LILW) not amenable for surface disposal. The concept is based on a shielded steel and concrete container for disposal of HLW, i.e., the Super-container. LILW will be disposed of in separately designed concrete caissons. The reference host rock is the Boom Clay, a poorly indurated clay formation in northeastern Belgium. Investigations into the potential host rock are conducted at the HADES underground research laboratory in Mol, Belgium. In 2009 the Belgian Agency for Management of Radioactive Waste and Enriched Fissile Materials (ONDRAF/NIRAS) initiated a four year research project aimed at confirming the fundamental feasibility of building and operating a repository. The goal of the program is to demonstrate at a detailed conceptual level that the proposed geologic disposal system can be safely constructed, operated, and progressively closed. Part of the broader research efforts being conducted includes evaluations optimization of the waste transportation shaft, subsurface transportation system, ventilation system, and evaluation of backfilling and sealing concepts for the repository design. The potential for implementation of a waste retrieval strategy encompassing the first 100 years after emplacement is also considered. In the framework of a four year research program aimed at confirming the fundamental feasibility of building and operating a repository in poorly indurated clay design studies have been underway to optimize the waste transportation shaft, subsurface transportation system, and ventilation system. Additionally backfilling and sealing concepts proposed for the potential repository have been reviewed in conjunction with impacts related to the potential future inclusion of a retrievability requirement in governing regulations. The main engineering challenges in the Belgian repository concept are

  7. ENVIRONMENTAL GEOLOGY

    Institute of Scientific and Technical Information of China (English)

    2013-01-01

    <正>20131925 Chen Ning(State Key Laboratory of Geological Hazards Prevention,Chengdu University of Technology,Chengdu 610059,China);Wang Yunsheng Features and Chains Genesis Analysis of Earthquake Geo-Hazards in Yuzi Stream of Wenchuan County(Journal of Engineering Geology,ISSN1004-9665,CN11-3249/P,20(3),2012,p.340-349,4

  8. Engineering geologic and geotechnical analysis of paleoseismic shaking using liquefaction effects: Field examples

    Science.gov (United States)

    Green, R.A.; Obermeier, S.F.; Olson, S.M.

    2005-01-01

    The greatest impediments to the widespread acceptance of back-calculated ground motion characteristics from paleoliquefaction studies typically stem from three uncertainties: (1) the significance of changes in the geotechnical properties of post-liquefied sediments (e.g., "aging" and density changes), (2) the selection of appropriate geotechnical soil indices from individual paleoliquefaction sites, and (3) the methodology for integration of back-calculated results of strength of shaking from individual paleoliquefaction sites into a regional assessment of paleoseismic strength of shaking. Presented herein are two case studies that illustrate the methods outlined by Olson et al. [Engineering Geology, this issue] for addressing these uncertainties. The first case study is for a site near Memphis, Tennessee, wherein cone penetration test data from side-by-side locations, one of liquefaction and the other of no liquefaction, are used to readily discern that the influence of post-liquefaction "aging" and density changes on the measured in situ soil indices is minimal. In the second case study, 12 sites that are at scattered locations in the Wabash Valley and that exhibit paleoliquefaction features are analyzed. The features are first provisionally attributed to the Vincennes Earthquake, which occurred around 6100 years BP, and are used to illustrate our proposed approach for selecting representative soil indices of the liquefied sediments. These indices are used in back-calculating the strength of shaking at the individual sites, the results from which are then incorporated into a regional assessment of the moment magnitude, M, of the Vincennes Earthquake. The regional assessment validated the provisional assumption that the paleoliquefaction features at the scattered sites were induced by the Vincennes Earthquake, in the main, which was determined to have M ??? 7.5. The uncertainties and assumptions used in the assessment are discussed in detail. ?? 2004 Elsevier B

  9. Diffusive Transport of Sulphide through an Engineering Barrier System in a Deep Geological Repository

    Science.gov (United States)

    Briggs, S. A.; Sleep, B. E.; McKelvie, J. R. M.; Krol, M.

    2015-12-01

    Bentonite is a naturally occurring clay-rich sediment containing montmorillonite, a smectitic clay mineral that has a high cation exchange capacity and swells upon contact with water. Owing to these characteristics, highly compacted bentonite (HCB) is an often included component of engineered barrier systems (EBS) designed to protect used fuel containers (UFCs) in deep geological repositories (DGR) for high-level nuclear waste. The low water activity and high swelling pressure of HCB suppresses microbial activity and the related production of sulphide that could cause microbiologically influenced corrosion (MIC) of UFCs The Canadian Nuclear Waste Management Organization (NWMO) has chosen a UFC that consists of an inner steel core and outer copper coating which is resistant to corrosion. However, under anaerobic conditions, MIC can still contribute to UFC corrosion if sulphides are present in the groundwater. Therefore the EBS consisting of bentonite blocks and pellets has been designed to impede the movement of sulphides to the UFC. In order to examine the effectiveness of the EBS, a 3D numerical model was developed capable of simulating the diffusive transport of sulphide within the NWMO EBS. The model was developed using COMSOL Multiphysics, a finite element software package and is parametric which allows the impact of different repository layouts to be assessed. The developed model was of the entire NWMO placement room, as well as, a stand-alone UFC and included conservative assumptions such as a fully saturated system and a constant concentration boundary condition. The results showed that the highest sulphide flux occurred at the semi-spherical end caps of the UFC. Further studies examined the effect of sulphide hotspots and fractures, representing possible EBS failure mechanisms. The model results highlight that even with conservative assumptions the chosen EBS will effectively protect the UFC from microbiologically influenced corrosion.

  10. Integration of the geological/engineering model with production performance for Patrick Draw Field, Wyoming

    Energy Technology Data Exchange (ETDEWEB)

    Jackson, S.

    1993-03-01

    The NIPER Reservoir Assessment and Characterization Research Program incorporates elements of the near-term, mid-term and long-term objectives of the National Energy Strategy-Advanced Oil Recovery Program. The interdisciplinary NIPER team focuses on barrier island reservoirs, a high priority class of reservoirs, that contains large amounts of remaining oil in place located in mature fields with a high number of shut-in and abandoned wells. The project objectives are to: (1) identify heterogeneities that influence the movement and trapping of reservoir fluids in two examples of shoreline barrier reservoirs (Patrick Draw Field, WY and Bell Creek Field, MT); (2) develop geological and engineering reservoir characterization methods to quantify reservoir architecture and predict mobile oil saturation distribution for application of targeted infill drilling and enhanced oil recovery (EOR) processes; and (3) summarize reservoir and production characteristics of shoreline barrier reservoirs to determine similarities and differences. The major findings of the research include: (1) hydrogeochemical analytical techniques were demonstrated to be an inexpensive reservoir characterization tool that provides information on reservoir architecture and compartmentalization; (2) the formation water salinity in Patrick Draw Field varies widely across the field and can result in a 5 to 12% error in saturation values calculated from wireline logs if the salinity variations and corresponding resistivity values are not accounted for; and (3) an analysis of the enhanced oil recovery (EOR) potential of Patrick Draw Field indicates that CO[sub 2] flooding in the Monell Unit and horizontal drilling in the Arch Unit are potential methods to recover additional oil from the field.

  11. Integration of the geological/engineering model with production performance for Patrick Draw Field, Wyoming

    Energy Technology Data Exchange (ETDEWEB)

    Jackson, S.

    1993-03-01

    The NIPER Reservoir Assessment and Characterization Research Program incorporates elements of the near-term, mid-term and long-term objectives of the National Energy Strategy-Advanced Oil Recovery Program. The interdisciplinary NIPER team focuses on barrier island reservoirs, a high priority class of reservoirs, that contains large amounts of remaining oil in place located in mature fields with a high number of shut-in and abandoned wells. The project objectives are to: (1) identify heterogeneities that influence the movement and trapping of reservoir fluids in two examples of shoreline barrier reservoirs (Patrick Draw Field, WY and Bell Creek Field, MT); (2) develop geological and engineering reservoir characterization methods to quantify reservoir architecture and predict mobile oil saturation distribution for application of targeted infill drilling and enhanced oil recovery (EOR) processes; and (3) summarize reservoir and production characteristics of shoreline barrier reservoirs to determine similarities and differences. The major findings of the research include: (1) hydrogeochemical analytical techniques were demonstrated to be an inexpensive reservoir characterization tool that provides information on reservoir architecture and compartmentalization; (2) the formation water salinity in Patrick Draw Field varies widely across the field and can result in a 5 to 12% error in saturation values calculated from wireline logs if the salinity variations and corresponding resistivity values are not accounted for; and (3) an analysis of the enhanced oil recovery (EOR) potential of Patrick Draw Field indicates that CO{sub 2} flooding in the Monell Unit and horizontal drilling in the Arch Unit are potential methods to recover additional oil from the field.

  12. Overview of geology, geophysics and engineering for coal, oil and gas in the eastern US

    Energy Technology Data Exchange (ETDEWEB)

    1983-01-01

    The geology, exploration, underground mining, and preparation of coal is discussed in four papers. The remaining seven papers discuss petroleum and natural gas geology, exploration, well logging, geophysical surveys, well drilling, and well completion. All papers have been abstracted separately. 35 references, 44 figures, 8 tables.

  13. A novel geotechnical/geostatistical approach for exploration and production of natural gas from multiple geologic strata, Phase 1. Volume 2, Geology and engineering

    Energy Technology Data Exchange (ETDEWEB)

    Overbey, W.K. Jr.; Reeves, T.K.; Salamy, S.P.; Locke, C.D.; Johnson, H.R.; Brunk, R.; Hawkins, L. [BDM Engineering Services Co., Morgantown, WV (United States)

    1991-05-01

    This research program has been designed to develop and verify a unique geostatistical approach for finding natural gas resources. The project has been conducted by Beckley College, Inc., and BDM Engineering Services Company (BDMESC) under contract to the US Department of Energy (DOE), Morgantown Energy Technology Center (METC). This section, Volume II, contains a detailed discussion of the methodology used and the geological and production information collected and analyzed for this study. A companion document, Volume 1, provides an overview of the program, technique and results of the study. In combination, Volumes I and II cover the completion of the research undertaken under Phase I of this DOE project, which included the identification of five high-potential sites for natural gas production on the Eccles Quadrangle, Raleigh County, West Virginia. Each of these sites was selected for its excellent potential for gas production from both relatively shallow coalbeds and the deeper, conventional reservoir formations.

  14. A novel geotechnical/geostatistical approach for exploration and production of natural gas from multiple geologic strata, Phase 1. Volume 2, Geology and engineering

    Energy Technology Data Exchange (ETDEWEB)

    Overbey, W.K. Jr.; Reeves, T.K.; Salamy, S.P.; Locke, C.D.; Johnson, H.R.; Brunk, R.; Hawkins, L. [BDM Engineering Services Co., Morgantown, WV (United States)

    1991-05-01

    This research program has been designed to develop and verify a unique geostatistical approach for finding natural gas resources. The project has been conducted by Beckley College, Inc., and BDM Engineering Services Company (BDMESC) under contract to the US Department of Energy (DOE), Morgantown Energy Technology Center (METC). This section, Volume II, contains a detailed discussion of the methodology used and the geological and production information collected and analyzed for this study. A companion document, Volume 1, provides an overview of the program, technique and results of the study. In combination, Volumes I and II cover the completion of the research undertaken under Phase I of this DOE project, which included the identification of five high-potential sites for natural gas production on the Eccles Quadrangle, Raleigh County, West Virginia. Each of these sites was selected for its excellent potential for gas production from both relatively shallow coalbeds and the deeper, conventional reservoir formations.

  15. Analysis on the use of engineered barriers for geologic isolation of spent fuel in a reference salt site repository

    Energy Technology Data Exchange (ETDEWEB)

    Cloninger, M.O.; Cole, C.R.; Washburn, J.F.

    1980-12-01

    A perspective on the potential durability and effectiveness requirements for the waste form, container and other engineered barriers for geologic disposal of spent nuclear fuel has been developed. This perspective is based on calculated potential doses to individuals who may be exposed to radioactivity released from a repository via a groundwater transport pathway. These potential dose commitments were calculated with an integrated geosphere transport and bioshpere transport model. A sensitivity analysis was accomplished by varying four important system parameters, namely the waste radionuclide release rate from the repository, the delay prior to groundwater contact with the waste (leach initiation), aquifer flow velocity and flow path length. The nuclide retarding capacity of the geologic media, a major determinant of the isolation effectiveness, was not varied as a parameter but was held constant for a particular reference site. This analysis is limited to looking only at engineered barriers whose net effect is either to delay groundwater contact with the waste form or to limit the rate of release of radionuclides into the groundwater once contact has occurred. The analysis considers only leach incident scenarios, including a water well intrusion into the groundwater near a repository, but does not consider other human intrusion events or catastrophic events. The analysis has so far been applied to a reference salt site repository system and conclusions are presented.Basically, in nearly all cases, the regional geology is the most effective barrier to release of radionuclides to the biosphere; however, for long-lived isotopes of carbon, technetium and iodine, which were poorly sorbed on the geologic media, the geology is not very effective once a leach incident is initiated.

  16. Verification of Engineering-Geological/Geotechnical Correlation Column and Reference Level of Correlation (RNK) Method by Observations in the Slip-Plane Zone

    OpenAIRE

    Jurak, V.; Ortolan, Ž.; Slovenec, D.; Mihalinec, Z.

    2004-01-01

    The engineering-geological/geotechnical correlation column can be established in zones of limited extent using one or several characteristic layers, one of which is selected as the reference layer. The Reference Level of Correlation method, i.e. the RNK (Referentni nivo korelacije in Croatian) method, is a confirmed procedure enabling the establishment of such columns. In the engineering geological/geotechnical correlation column, the plasticity index is the most significant indicator of the ...

  17. Geological-Technical and Geo-engineering Aspects of Dimensional Stone Underground Quarrying

    Science.gov (United States)

    Fornaro, Mauro; Lovera, Enrico

    Underground exploitation of dimensional stones is not a novelty, being long since practised, as proved by a number of historical documents and by a certain number of ancient quarrying voids throughout the world. Anyway, so far, open cast quarrying has been the most adopted practice for the excavation of dimensional stones. One primary reason that led to this situation is of course connected to the lower production costs of an open cast exploitation compared to an underground one. This cheapness has been supported by geological and technical motives: on the one hand, the relative availability of surface deposits and, on the other, the development of technologies, which often can be used only outdoor. But, nowadays, general costs of quarrying activities should be re-evaluated because new, and often proper, restrictions have been strongly rising during recent years. As a consequence of both environmental and technical restrictions, pressure will more and more arise to reduce open cast quarrying and to promote underground exploitations. The trend is already well marked for weak rocks - for instance in the extractive basin of Carrara, where about one hundred quarries are active, 30 per cent is working underground, but also in Spain, Portugal and Greece the number of underground marble quarries is increasing - but not yet for hard rock quarrying, where only few quarries are working underground all around the world. One reason has to be found in cutting technologies traditionally used. In weak rocks, diamond wire saw and chain cutter are usable, with few adaptations, in underground spaces, while drilling and blasting, the traditional exploitation method for hard stone, is not easily usable in a confined space, where often only one free face is available. Many technicians and researchers agree that two technologies will probably open the door to underground quarrying in hard rocks: diamond wire and water jet. The first one is already available; the second should still be

  18. An engineering geological appraisal of the Chamshir dam foundation using DMR classification and kinematic analysis, southwest of Iran

    Directory of Open Access Journals (Sweden)

    Torabi Kaveh Mehdi

    2011-12-01

    Full Text Available This paper describes the results of engineering geological  investigations and rock mechanics studies carried out at the proposed Chamshir dam site. It is proposed that a 155 m high solid concrete gravity-arc dam be built across the Zuhreh River to the southeast of the city of Gachsaran in south-western Iran. The dam and its associated structures are mainly located on the Mishan formation. Analysis consisted of rock mass classification and a kinematic
    analysis of the dam foundation's rock masses. The studies were carried out in the field and the laboratory. The field studies included geological mapping, intensive discontinuity surveying, core drilling and sampling for laboratory testing. Rock mass classifications were made in line with RMR and DMR classification for the dam foundation. Dam foundation analysis regarding stability using DMR classification and kinematic analysis indicated that the left abutment's rock foundation (area 2 was unstable for planar, wedge and toppling failure modes.

  19. GEOTHERMICS GEOLOGY

    Institute of Scientific and Technical Information of China (English)

    2007-01-01

    <正>20070403 Deng Xiaoying (Zhengzhou Geo-Engineering Exploration Institute, Zhengzhou 450053, China); Yang Guoping Features and Origin of Geothermal Fluid in the New District of Hebi, Henan Provionce (Hydrogeology & Engineering Geology, ISSN1000-3665, CN11-2202/P, 32(2), 2005, p.111-114, 4 illus., 1 table, 7 refs.) Key words: thermal waters, Henan Province

  20. MATHEMATICAL GEOLOGY

    Institute of Scientific and Technical Information of China (English)

    2008-01-01

    <正>20080675 Chen Shucun(College of Civil Engineering,Hohai University,Nanjing 210098);Gao Zhengxia Application of a Refined BP Algorithm Based Elman Network to Settlement Prediction of Soft Soil Ground(Journal of Engineering Geology,ISSN1004-9665,CN11-3249/P,14(3),2006,p.394-397,4 illus.,2 tables,6 refs.)

  1. Predicting long-term performance of engineered geologic carbon dioxide storage systems to inform decisions amidst uncertainty

    Science.gov (United States)

    Pawar, R.

    2016-12-01

    Risk assessment and risk management of engineered geologic CO2 storage systems is an area of active investigation. The potential geologic CO2 storage systems currently under consideration are inherently heterogeneous and have limited to no characterization data. Effective risk management decisions to ensure safe, long-term CO2 storage requires assessing and quantifying risks while taking into account the uncertainties in a storage site's characteristics. The key decisions are typically related to definition of area of review, effective monitoring strategy and monitoring duration, potential of leakage and associated impacts, etc. A quantitative methodology for predicting a sequestration site's long-term performance is critical for making key decisions necessary for successful deployment of commercial scale geologic storage projects where projects will require quantitative assessments of potential long-term liabilities. An integrated assessment modeling (IAM) paradigm which treats a geologic CO2 storage site as a system made up of various linked subsystems can be used to predict long-term performance. The subsystems include storage reservoir, seals, potential leakage pathways (such as wellbores, natural fractures/faults) and receptors (such as shallow groundwater aquifers). CO2 movement within each of the subsystems and resulting interactions are captured through reduced order models (ROMs). The ROMs capture the complex physical/chemical interactions resulting due to CO2 movement and interactions but are computationally extremely efficient. The computational efficiency allows for performing Monte Carlo simulations necessary for quantitative probabilistic risk assessment. We have used the IAM to predict long-term performance of geologic CO2 sequestration systems and to answer questions related to probability of leakage of CO2 through wellbores, impact of CO2/brine leakage into shallow aquifer, etc. Answers to such questions are critical in making key risk management

  2. The potentialities of ground-penetrating radar in the engineering geology using the radars GROT-12 and GROT-12E

    Science.gov (United States)

    Volkomirskaya, Liudmila; Gulevich, Oxana; Musalev, Dmitri

    2013-04-01

    The potentialities of ground-penetrating radar in the engineering geology using the radars GROT-12 and GROT-12E L.B. Volkomirskaya(1,2), O.A. Gulevich(1,2), D.N. Musalev(3) 1. IZMIRAN, 142190, Russia, Moscow, Troitsk, Kalugskoe 4 2. ZAO Timer, 142190, Russia, Moscow, Troitsk, Lesnaya str. 4B 3. OAO Belgorchemprom, Republic of Belarus, Minsk, Masherov str. 17 The article presents the potentialities of ground-penetrating radar in the engineering geology on the basis of the latest modifications of the GPR "GROT": the low-frequency GPR GROT-12 and the high-frequency GPR GROT-12E. The article gives technical specifications of the GPRs GROT-12 and GROT-12E and their particular characteristics that define them from analogues. The solutions of direct problems of ground penetrating radar on the basis of Maxwell's equations in general formulation with given wide-band signal source are confronted to experimental data received from different fields of the engineering geology, for example: 1. To secure mining in salt mines the method was adapted to locate in the working layers the investigating boreholes, fault lines, borders of displacement and blowout of productive layers, as well as working pits without access. 2. To monitor the reinforced concrete structures of airport runways the technology was worked out to collect and process GPR data so as to locate communications under the runways and examine basement condition. 3. To carry out the reconstruction of buildings and pre-project engineering geological works the GPR shooting technology was improved to process the examinations of the bearing capacity of soils and to locate lost communications. 4. To perform ecological monitoring of abandoned mines the technology of the GPR data collecting and processing was developed to assess the conditions of stowage materials in mouths of destroyed vertical mine shafts, the location of inclined mine shafts, the determination of hollow spaces and thinning zones, the localization of ground

  3. Engineering Geological Model of the Contact between Two Petrographic and Stratigraphic Units along the Zagreb-Split Highway, Croatia

    Science.gov (United States)

    Novosel, Tomislav; Mlinar, Željko; Grgec, Damir

    The highway route Zagreb-Split, section through Lika region, was designed along the valley of the River Gacka. In this section the highway level line often crosses or goes along the contact zone between two lithological types. The significant differences of rock mass properties of two types would represent the geotechnical problem. The type of contact was also not known as well as the possible weathering degree. Investigation results showed no significant difference in characteristics between Cretaceous limestones and Eocene- Oligocene breccias. Using the results of comprehensive investigations engineering geologi- cal model was made.

  4. Engineering Geological Mapping and Land-Capability Analysis in Tangshan City

    Institute of Scientific and Technical Information of China (English)

    2002-01-01

    Geological environment in Tangshan City is under investigation with reference to the Tangshan Urban Earth Science, geo-hazards maps. The expected loss for urban land utilization is calculated by employing relevant economic mathematic models. Quantitative analysis and comprehensive evaluation are then exercised for the capability of land utilization and a series of charts for the analysis of land-use capability are worked out to provide the basis for the formulation of controlling measures for urban planning and to ensure the utmost conformity between land-use and geological environment in urban planning.

  5. GEOTHERMICS GEOLOGY

    Institute of Scientific and Technical Information of China (English)

    2012-01-01

    <正>20122531 Hu Lingzhi ( Institute of Geological Engineering Design & Research of Beijing,Miyun 101500,China );Wang Jiankang Discussion on the Feasibility of Geothermal Resources Development and Utilization in Miyun District,Beijing ( City Geology,ISSN1007-1903,CN11-5519 / P,6 ( 3 ), 2011,p.34-35,59 ,) Key words:geothermal resources,Beijing Geothermal,as a new type of clean energy with the integrated trinity of " heat energy-mineral resource-water resource ",

  6. Geology, summary

    Science.gov (United States)

    Sabins, F. F., Jr.

    1975-01-01

    Trends in geologic application of remote sensing are identified. These trends are as follows: (1) increased applications of orbital imagery in fields such as engineering and environmental geology - some specific applications include recognition of active earthquake faults, site location for nuclear powerplants, and recognition of landslide hazards; (2) utilization of remote sensing by industry, especially oil and gas companies, and (3) application of digital image processing to mineral exploration.

  7. Salts in soil and water within the arid climate zone. Effects on engineering geology, exemplified from Saudi Arabia

    Energy Technology Data Exchange (ETDEWEB)

    Jergman, K.

    1981-01-01

    In the arid climate zone, where the potential evaporation is much higher than the precipitation, soil and water generally are enriched by salts. In this research project it has been pointed out how salts affect engineering geology in different ways. The extensive study of the Al Khafji area in Saudi Arabia has shown that salts have affected soil and water so that - the crust hardness has increased due to a development of duricrust. The strength of the upper part of the crust is similar to weak rock. - the coastal terrace area moves vertically - groundwater affects the salinization of the soil profile A general description of the effect of salts on engineering geology can be summarized as below: The precipitated salts affect the profile so that 1.Stability changes. 2.Swelling alternatively contraction can occur due to variations of the water content. 3.Vegetation growth becomes difficult or impossible. 4.Excavation work is difficult. 5.Aggregate sources are affected. 6.Concrete corrosion is caused. 7.There is demand for proper field and laboratory tests and for special design criteria.The occurance of salts in the water causes due special conditions that 1.The soil profile is enriched by salts 2. The plants are damaged. 3.Concrete corrosion is developed. 4.The water is not suitable for drinking or irrigation purposes. 5. The density increases to such an extent that it effects the direction of the groundwater flow.

  8. All-union seminar-conference: on use of geophysical methods for research in engineering geology and hydrogeology

    Energy Technology Data Exchange (ETDEWEB)

    1982-01-01

    Representatives of 45 organizations, ministries and departments from 13 union republics participated in the conference. A survey of geophysical methods used in engineering geology and hydrogeology and stages in the formation of physical-geological models of the studied territories are presented in the report of A.A. Ogilvi and V.A. Bogoslovskiy; results of continuous seismic and acoustic profiling in studies using the EP method and its resistances in the Onega, Moscow, and Volga Rivers are presented in the report of A.V. Kalinin, et al.; possibilities for using the new parameter of the VP-ratio for the time of establishing the field by the time of drop during solution to the problems of hydro-and engineering geology in the report of S. Yu. Balasanyan and V.A. Kobylskiy. Reports of B.K. Matveyev, V.A. Ryapolova and reports of V.K. Khmelevskiy, Ye.B. Ilina and E.N. Kuzmina covered machine methods of interpreting the VEZ and VEZ of VP; the report of Ye.A. Yefimova and Ye.N. Ruderman covered the use of geophysical tomography to establish the structure of the interwell space. The use of geophysics to study the snow avalanches and ecological monitoring was covered by the reports of B.L. Berri, A.B. Zhigalin and G.L. Koff. Potentialities for reinterpretation of the background materials of the regional geophysical studies in order to pinpoint hydrogeological maps were covered in the report of I.M. Melkanovitskiy, N.A. Ogilvi and A.A. Ogilvi.

  9. A case study of the road slope investigation by the helicopter-borne geophysical exploration for engineering geology

    Science.gov (United States)

    Ito, Y.; Anan, S.; Okazaki, K.

    2010-12-01

    In recent years, many case studies with the investigation by the helicopter-borne electromagnetic method; HEM and the helicopter-borne magnetic method; HMG are reported in Japan. Both methods are suitable methods to acquire the three-dimensional information to evaluate geological features properties of the underground in promptly and over the wide area. The authors describe the applicability on the civil engineering geology fields of both methods through the confirming results of the correspondence another geological investigation results to evaluate the geological structures in the underground of road slopes situated along the coast in the east part of Hokkaido, Japan. The investigated sites were road slopes where surface collapses were caused in the past time. The geological features of the investigated site were clarified as the Neocene mudstone, fine-grained sandstone, tuffs, conglomerates and terrace deposit by the results of the geological survey. The height of the road slopes are above the sea 60m or more, and a smooth terrace spreads out their backwards. The authors carried out HEM, frequency domain, and the HMG. In addition, vertical electric soundings and the electric conductance such as the stream water of neighborhood were measured for the calibration of the resistivity by HEM and confirmation of the resistivity distribution sallow part of the site ground. As the results of HEM, the apparent resistivity distribution is high in a shallow part, and low in the depth overall. The change in resistivity distribution was thought to be caused corresponding to the difference of the rock type on this site. In general, the specimen resistivity is the order of conglomerate, sandstone, mudstone for sedimentary rocks of this site. The change in resistivity distribution was also thought to be corresponding to the moisture states balance. The resistivity is high in the unsaturated zone of shallow part, and low in the saturation zone of the deep part. As for this, the

  10. Grand Bank seabed and shallow subsurface geology in relation to subsea engineering design

    Energy Technology Data Exchange (ETDEWEB)

    Sonnichsen, G.V.; King, E.L. [Natural Resources Canada, Dartmouth, NS (Canada). Geological Survey of Canada

    2005-07-01

    An overview of the surficial and subseabed geology of the northeastern section of the Newfoundland Grand Banks was presented with particular reference to the Jeanne d'Arc Basin. The stratigraphy of the upper 100 metres below seafloor has been interpreted from high-resolution seismic reflection data, surficial sediment samples and geotechnical borehole data. This paper described the character and strength properties of nearby seabed sediments and addressed the issue of seabed scour by icebergs, which is the main process threatening subsea facilities. Other potential geohazards such as shallow gas, buried channels and sediment mobility are not considered to be major barriers to offshore development in the Jeanne d'Arc Basin. However, drifting icebergs with large drafts often impact the seabed, producing either linear furrows or circular pits. The constraints to subsea design and construction were identified. It was noted that regional geological characterization is needed to help select the location for offshore platforms as well as routes for excavating trenches for subsea installations for offshore hydrocarbon development. Updated regional surficial and near-seabed stratigraphy is needed to predict foundation conditions beyond ground truth from isolated geotechnical borehole investigations. This paper described the Grand Banks regional setting, regional geology, near-surface sediment in the northeastern Grand Banks, and Quaternary sediments in the northeastern Grand Banks with reference to the Grand Banks Drift, Adolphus Sand, and the Grand Banks Sand and Gravel Formation. Risk assessments have shown that well heads and manifolds should be installed below the seabed in order to avoid damage by seabed-scouring icebergs and that the design scour depth should be re-examined for future subsea development. It was suggested that more emphasis on gathering multibeam bathymetric data and repetitive mapping of the seabed will better define scour risk. 57 refs., 3

  11. Integration of geology and reservoir engineering to produce reservoir simulation model at Cabin Creek Field, Cedar Creek Anticline, Montana

    Energy Technology Data Exchange (ETDEWEB)

    Pieterson, R.; DiMarco, M.J.; Sodersten, S.S. [Shell Western E& P Inc., Houston, TX (United States)

    1996-12-31

    Because of its mature stage of development, a key aspect of continued economic development of the Cedar Creek Anticline (CCA), Montana (STOOIP > 2 billion barrels with over 360 MMstb produced) is the Identification of remaining pods of high S{sub o} within the original field boundaries. Present economic conditions make it essential to select drillsites with high probabilities of success and high prognoses flow rates in these remaking high S. area. Integration of a well-constrained geologic model and reservoir simulation pinpointed remaining pods of oil in a 3-m thick, subvertically fractured, dolomitic limestone reservoir of the Carboniferous Mission Canyon Formation in the Cabin Creek Field of the CCA This resulted in a successful high-flow-rate horizontal well (initial rate >800 BOPD) whose oil production was accurately predicted by a 3-D reservoir simulation. The model has 53,750 gridblocks each of which Is 60 by 60 m. The effect of the natural-fracture network was constrained with the k{sub v}/k{sub h} (vertical to horizontal permeability ratio). The simulation covered a 40-yr. production period. Gross production was Input as a constraint; oil and water rates were matched. Adjustments to absolute permeability, aquifer volume and relative water permeability were required to obtain a match between observed and simulated production rates. The model was fine tuned by matching the production of individual wells in areas with a high remaining S{sub o}. This project demonstrated that (1) interplay of geology and reservoir engineering provided a better reservoir model than could have been done individually, (2) simulation work identified horizontal drilling and recompletion candidates, with one successful horizontal well completed to date, and (3) use of the reservoir simulator for field-scale modeling In conjunction with a well-refined geologic synthesis can successfully pinpoint undeveloped reserves at CCA.

  12. Integration of geology and reservoir engineering to produce reservoir simulation model at Cabin Creek Field, Cedar Creek Anticline, Montana

    Energy Technology Data Exchange (ETDEWEB)

    Pieterson, R.; DiMarco, M.J.; Sodersten, S.S. (Shell Western E P Inc., Houston, TX (United States))

    1996-01-01

    Because of its mature stage of development, a key aspect of continued economic development of the Cedar Creek Anticline (CCA), Montana (STOOIP > 2 billion barrels with over 360 MMstb produced) is the Identification of remaining pods of high S[sub o] within the original field boundaries. Present economic conditions make it essential to select drillsites with high probabilities of success and high prognoses flow rates in these remaking high S. area. Integration of a well-constrained geologic model and reservoir simulation pinpointed remaining pods of oil in a 3-m thick, subvertically fractured, dolomitic limestone reservoir of the Carboniferous Mission Canyon Formation in the Cabin Creek Field of the CCA This resulted in a successful high-flow-rate horizontal well (initial rate >800 BOPD) whose oil production was accurately predicted by a 3-D reservoir simulation. The model has 53,750 gridblocks each of which Is 60 by 60 m. The effect of the natural-fracture network was constrained with the k[sub v]/k[sub h] (vertical to horizontal permeability ratio). The simulation covered a 40-yr. production period. Gross production was Input as a constraint; oil and water rates were matched. Adjustments to absolute permeability, aquifer volume and relative water permeability were required to obtain a match between observed and simulated production rates. The model was fine tuned by matching the production of individual wells in areas with a high remaining S[sub o]. This project demonstrated that (1) interplay of geology and reservoir engineering provided a better reservoir model than could have been done individually, (2) simulation work identified horizontal drilling and recompletion candidates, with one successful horizontal well completed to date, and (3) use of the reservoir simulator for field-scale modeling In conjunction with a well-refined geologic synthesis can successfully pinpoint undeveloped reserves at CCA.

  13. Modeling of irradiated graphite (14)C transfer through engineered barriers of a generic geological repository in crystalline rocks.

    Science.gov (United States)

    Poskas, Povilas; Grigaliuniene, Dalia; Narkuniene, Asta; Kilda, Raimondas; Justinavicius, Darius

    2016-11-01

    There are two RBMK-1500 type graphite moderated reactors at the Ignalina nuclear power plant in Lithuania, and they are under decommissioning now. The graphite cannot be disposed of in a near surface repository, because of large amounts of (14)C. Therefore, disposal of the graphite in a geological repository is a reasonable solution. This study presents evaluation of the (14)C transfer by the groundwater pathway into the geosphere from the irradiated graphite in a generic geological repository in crystalline rocks and demonstration of the role of the different components of the engineered barrier system by performing local sensitivity analysis. The speciation of the released (14)C into organic and inorganic compounds as well as the most recent information on (14)C source term was taken into account. Two alternatives were considered in the analysis: disposal of graphite in containers with encapsulant and without it. It was evaluated that the maximal fractional flux of inorganic (14)C into the geosphere can vary from 10(-11)y(-1) (for non-encapsulated graphite) to 10(-12)y(-1) (for encapsulated graphite) while of organic (14)C it was about 10(-3)y(-1) of its inventory. Such difference demonstrates that investigations on the (14)C inventory and chemical form in which it is released are especially important. The parameter with the highest influence on the maximal flux into the geosphere for inorganic (14)C transfer was the sorption coefficient in the backfill and for organic (14)C transfer - the backfill hydraulic conductivity.

  14. Information management in civil engineering infrastructural development: with focus on geological and geotechnical information

    NARCIS (Netherlands)

    Tegtmeier, W.; Zlatanova, S.; Van Oosterom, P.J.M.; Hack, H.R.G.K.

    2009-01-01

    In civil engineering infrastructural projects, information exchange and (re-) use in and between involved parties is difficult. This is mainly caused by a lack of information harmonization. Various specialists are working together on the development of an infrastructural project and are all using th

  15. Geophysical Tomography in Engineering Geological Applications: A Mini-Review with Examples

    Science.gov (United States)

    Patella, Domenico; Patella, Sergio Maria

    2009-05-01

    An overview of the tomographic interpretation method in engineering geophysics is presented, considering the two approaches of the deterministic tomography inversion, developed for rock elasticity analysis, and the probability tomography imaging developed in the domain of potential fields methods. The theoretical basis of both approaches is shortly outlined before showing a laboratory and a field application.

  16. The integration of geology, geophysics, petrophysics and petroleum engineering in reservoir delineation, description and management

    Energy Technology Data Exchange (ETDEWEB)

    1991-01-01

    This book covers the proceedings of the first Archie Conference. Topics covered include: reservoir characterization: petrophysical formation evaluation; reservoir properties prediction; origin, description and evaluation of fractured reservoirs; 2-D and 3-D in seismic reservoir delineation and development, and the utilization of geoscience and engineering technology to increase hydrocarbon recovery.

  17. GEOTHERMICS GEOLOGY

    Institute of Scientific and Technical Information of China (English)

    2015-01-01

    20151090 Bian Huiying(School of Environmental Sciences and Engineering,Chang’an University,Xi’an 10054,China);Wang Shuangming Hydrodynamic Conditions of Geothermal Water in Gushi Depression of Guanzhong Basin(Coal Geology&Exploration;,ISSN1001-1986,CN61-1155/P,42(3),2014,p.50-54,60,9illus.,11refs.,

  18. ENVIRONMENTAL GEOLOGY

    Institute of Scientific and Technical Information of China (English)

    2004-01-01

    <正>20042333 Chen Cuibai (School of Water Resources and Environment, China University of Geosciences, Beijing); Yang Qi The Laboratory Study of Biodegradation and Adsorption and Desorption of Trichloroethylene to Mixed Bacteria (Hydrogeology & Engineering Geology, ISSN1000 - 3665, CN11-2202/P, 31(1), 2004, p. 47-51, 6 illus. , 4 tables, 14 refs. )

  19. ENVIRONMENTAL GEOLOGY

    Institute of Scientific and Technical Information of China (English)

    2013-01-01

    <正>20132755 Chang Ming(State Key Laboratory for Geo-Hazard Prevention and Geo-Environment Protection,Chengdu University of Technology,Chengdu 610059,China);Tang Chuan Prediction Model for Debris Flow Hazard Zone on Alluvial Fan in Milin Section of Yarlungzangbo River,Tibet(Journal of Engineering Geology,ISSN1004-9665

  20. MATHEMATICAL GEOLOGY

    Institute of Scientific and Technical Information of China (English)

    2007-01-01

    <正>20071578 Chen Song(College of Civil Engi- neering,Hohai University,Nanjing 210098, China);Han Xuewei Monitoring Program System for the Foundation of Large Bridge (Hydrogeology & Engineering Geology, ISSN 1000-3665,CN 11-2202/P,32(5), 2005,p.44-47,5 illus.,3 refs.) Key words:bridges,footing

  1. Towards Quality Assurance and an Adequate Risk Management in Geotechnical Engineering - Application of Eurocode 7 and DIN 4020 in Engineering Geology

    Science.gov (United States)

    Schetelig, Kurt; Heitfeld, Michael; von Soos, Paul; Stocker, Manfred; Mainz, Mark

    A key issue of engineering geology is the extreme variety of soil and rock, their heterogeneity and at places anisotropy, the fabric of rockmasses, the influence of water, the primary stresses and their change into a secondary stress field by loading or unloading. Changeable properties of some kinds of soil and rock, the effect of different scales of laboratory tests, field tests and the size of the structure create further questions. Considering the difficulties of investigation of the underground, size and complexity of the structure and its construction procedure Eurocode 7 and DIN 4020 have introduced geotechnical categories. The design concept in geotechnical category 3 is mostly combined with the observational method. This requires the establishment of an adequate monitoring system and a permanent comparison of the design assumptions (pre-calculated displacements or stresses) with the recorded values. The goals and handling of Eurocode 7 and DIN 4020 are demonstrated by means of site examples.

  2. Geologic and Engineering Characterization of East Ford Field, Reeves County, Texas

    Energy Technology Data Exchange (ETDEWEB)

    Dutton, Shirley P.; Flanders, William A.; Guzman, Jose I.; Zirczy, Helena

    1999-08-16

    The objective of this Class III project is to demonstrate that detailed reservoir characterization of slope and basin clastic reservoirs in sandstones of the Delaware Mountain Group in the Delaware Basin of West Texas and New Mexico is a cost-effective way to recover a higher percentage of the original oil in place through geologically based field development. The project focused on reservoir characterization of the East Ford unit, a representative Delaware Mountain Group field that produces from the upper Bell Canyon Formation (Ramsey Sandstone). The field, discovered in 1960, is operated by Oral Petco, Inc., as the East Ford unit: it contained an estimated 18.4 million barrels (MMbbl) of original oil in place.

  3. Regional seabed geology and engineering considerations for Hibernia and surrounding areas

    Energy Technology Data Exchange (ETDEWEB)

    Sonnichsen, G.V.; Moran, K.; Lewis, C.F.M.; Fader, G.B.J.

    1994-01-01

    High resolution single-channel airgun (0.16 l) seismic reflection profiles and information from industry and government boreholes show the near-surface stratigraphy to be dominated by a sequence of shallow, seaward-dipping, parallel reflections which are interpreted to have resulted from progradation and aggradation on the continental shelf. At least locally at the Hibernia site, the upper parallel reflection sequence has complex, internal lenticular reflections and dense interbedded sands, silty-clayey sands and minor gravel and cobbles. Zones of clinoform reflections are interbedded within the sequence. Four (4) potential seabed constraints to offshore development are described: (1) nearfield sediment transport around seabed installations, (2) liquefaction of seabed foundation sediments as a result of seismic loading, (3) seafloor iceberg scouring, and (4) site-specific and regional geological variability of foundation sediments and their physical properties. (author)

  4. Environmental tasks of engineering geology in the construction of nuclear power installations

    Energy Technology Data Exchange (ETDEWEB)

    Hrasna, M. (Komenskeho Univ., Bratislava (Czechoslovakia). Prirodovedecka Fakulta)

    1984-01-01

    A nuclear power installation shoUld be sited in an area without large and intensive geodynamic phenomena such as seismicity, gravitation movement, subsidence, etc., an area with mineral and drinking water resources, deposits of mineral raw materials, quality farmland and protected areas. With regard to demands on the quality of foundation soil and the ground water level it will always be necessary to secure the safe foundation of buildings with possible radioactivity escape. Most such buildings are founded on a solid foundation slab. The definitive siting of the nuclear power facility should be decided upon during the project design preparation stage when most geological surveying is done. During the pre-project stage a quantitative determination is made of all characteristics of rocks on the site. Monitoring and surveillance is conducted during construction.

  5. Preliminary engineering geology studies for planned roof consolidation for longwalling in the Donbass mining area

    Energy Technology Data Exchange (ETDEWEB)

    Efimenko, A.A.; Kulikow, J.N.; Dawydow, W.W.; Lange, W.

    1982-03-01

    Scientific and technical measures to shorten outage times in longwall mining in the thin seams of the Donbass coal area are described, especially roof consolidation measures. After describing the local geological and technical conditions the author establishes a multidimensional regression equation on the basis of the influencing parameters for the purpose of predicting roof cleavage characteristics. Cleavage characteristics were found to change with the advance of longwall mining, i.e. there is an optimum period of time and an optimum efficiency range e.g. for solidification by injection. The variation with time of roof cleavage characteristics necessitates accurate timing of solidification measures in the course of operation and consideration of certain technological parameters. Methods of determining these parameters are described. The investigations have been validated by practical longwall mining operations. Factors favouring solidification with MFF-M resin as well as factors favouring roof bolting are listed.

  6. Geologic and engineering characterization of Geraldine Ford field, Reeves and Culberson Counties, Texas. Topical report -- 1997

    Energy Technology Data Exchange (ETDEWEB)

    Dutton, S.P.; Malik, M.A.; Asquith, G.B.; Barton, M.D.; Cole, A.G.; Gogas, J.; Clift, S.J.; Guzman, J.I.

    1998-04-01

    The objective of this Class III project is to demonstrate that detailed reservoir characterization of clastic reservoirs in basinal sandstones of the Delaware Mountain Group in the Delaware Basin of West Texas and New Mexico is a cost-effective way to recover more of the original oil in place by strategic infill-well placement and geologically based field development. The study focused on Geraldine Ford field, which produces from the upper Bell Canyon formation (Ramsey sandstone). Petrophysical characterization of the Ford Geraldine unit was accomplished by integrating core and log data and quantifying petrophysical properties from wireline logs. The petrophysical data were used to map porosity, permeability, net pay, water saturation, mobile oil saturation, and other reservoir properties. Once the reservoir-characterization study was completed, a demonstration area of approximately 1 mi{sup 2} in the northern part of the unit was chosen for reservoir modeling/simulation. A quarter of a five-spot injection pattern in the demonstration area was selected for flow simulations, and two cases of permeability distribution were considered, one using stochastic permeability distribution generated by conditional simulation and the other using layered permeabilities. Flow simulations were performed using UTCOMP, an isothermal, three-dimensional, compositional simulator for miscible gas flooding. Results indicate that 10--30% (1 to 3 MMbbl) of remaining oil in place in the demonstration area can be produced by CO{sub 2} injection.

  7. The main goal of engineering geology for designing and construction complex structures in urban areas

    Directory of Open Access Journals (Sweden)

    Drago Ocepek

    2007-12-01

    Full Text Available Work for designing complex structures in urban areas consists of geological-geotechnical investigations and analysis of the quality of rocks, soft rocks and hard soils in the construction area. Urban areas limited the space for designing cutting slopes in stable inclination without reinforcement. In this paper will be presented designing and excavation works with different reinforcement of two different areas in Slovenia built of heterogeneous mixed hard to soft rock masses (Triassic dolomite, limestone and Eocene flysch sediments.Before the start of excavations work and after establishing the retaining measures, the analysis results are checked by monitoring. This monitoring will continue in the phase of exploitation of the objects. Since the cost of these additional investigations and precise analysis with monitoring (SIST - EN 7 - 2004 and measurements is negligible – in comparison with the costs of the permanent reinforcement – if variable conditions are not to intensive, we were able to reduce effectively the investment value of the object.

  8. Petroleum investment opportunities in Manitoba - a geological, engineering and economic perspective

    Energy Technology Data Exchange (ETDEWEB)

    Fox, J. N.; Martiniuk, C. D.

    1997-01-01

    Geology and reservoir characteristics of Manitoba`s producing horizons were described, and recent activity in exploration and development prospects for the immediate future were reviewed. These prospects have improved considerably, thanks to recent efforts of the Manitoba Department of Energy and Mines to ensure that barriers to petroleum investment are eliminated. As a result of these and related efforts by the Manitoba government the investment climate is stable and competitive. Advantages in Manitoba include availability of Crown land at comparatively low prices, drilling and exploration incentives, low drilling and completion costs, and easy access to markets. Development drilling opportunities exist for each of Manitoba`s five producing formations (the sandstones of the Jurassic Melita and Amaranth formations, and the Mississippian Bakken Formation, and the carbonates of the Mississipian Lodgepole and Mission Canyon formations). Sample economic scenarios run on three development scenarios and modelled after typical Manitoba oil play were very favorable, indicating a potential rate of return on investments of 25 to 37 per cent and pay-out in 2.6 to 3.2 years. 10 refs., 7 tabs., 5 figs.

  9. Seismic design and engineering research at the U.S. Geological Survey

    Science.gov (United States)

    1988-01-01

    The Engineering Seismology Element of the USGS Earthquake Hazards Reduction Program is responsible for the coordination and operation of the National Strong Motion Network to collect, process, and disseminate earthquake strong-motion data; and, the development of improved methodologies to estimate and predict earthquake ground motion.  Instrumental observations of strong ground shaking induced by damaging earthquakes and the corresponding response of man-made structures provide the basis for estimating the severity of shaking from future earthquakes, for earthquake-resistant design, and for understanding the physics of seismologic failure in the Earth's crust.

  10. Current Issues Relating to the Professional Practice of Engineering Geology in Europe

    Science.gov (United States)

    Norbury, David

    The continuing internationalisation of the construction industry in which Engineering Geologists work has resulted in significant changes in the way we work, in the way we demonstrate to others our ability to do the work, and the environment in which we carry out our work. The pace of these changes is increasing and, shortly, few of us will be able to recall the relatively relaxed and informal ways in which we worked, even as recently as the beginning of the1990s. The formalisation of engineering geologists work and reporting has come about through increasing codification of technical activities, in description of soils and rocks, in field and laboratory testing. This codification has also seen the introduction of minimum qualifications for practitioners, and this links with moves towards the international recognition of professional qualifications. The Directives on recognition have been around for comment since about 2001, and are likely to appear in European Law towards the end of 2004. This then begs the question of the need for Registration, and whether such a step would offer sufficient advantages to be of overall benefit.

  11. Nurturing the geology-reservoir engineering team: Vital for efficient oil and gas recovery

    Energy Technology Data Exchange (ETDEWEB)

    Sessions, K.P.; Lehman, D.H. (Exxon Co., Houston, TX (USA))

    1990-05-01

    Of an estimated 482 billion bbl (76.6 Gm{sup 3}) of in-place oil discovered in the US, 158 billion (25.1 Gm{sup 3}) can be recovered with existing technology and economic conditions. The cost-effective recovery through infill drilling and enhanced oil recovery methods to recover any portion of the remaining 323 billion bbl (51.4 Gm3) will require a thorough understanding of reservoirs and the close cooperation of production geologists and reservoir engineers. This paper presents the concept of increased interaction between geologists and reservoir engineers through multifunctional teams and cross-training between the disciplines. A discussion of several factors supporting this concept is covered, including educational background, technical manpower trends, employee development, and job satisfaction. There are several ways from an organizational standpoint to achieve this cross-training, with or without a formal change in job assignment. This paper outlines three approaches, including case histories where each of the approaches has been implemented and the resulting benefits.

  12. MATHEMATICAL GEOLOGY

    Institute of Scientific and Technical Information of China (English)

    2011-01-01

    <正>20110686 Bai Wancheng(Gold Headquarters of the Chinese Armed Police Force,Beijing 100055,China);Dong Jianle Statistic Prediction for Gold Ore Prospecting in China(Contributions to Geology and Mineral Resources Research,ISSN1001-1412,CN12-1131/P,25(1),2010,p.1-4,11,1 illus,1 table,7 refs.,with English abstract)Key words:metallogenic prediction,gold ores,China 20110687 Dong Min(Institute of Geology and Exploration Engineering,Xinjiang University,Urumqi 830046,China);Sun Baosheng Drawing and S

  13. The Stochastic Engine Initiative: Improving Prediction of Behavior in Geologic Environments We Cannot Directly Observe

    Energy Technology Data Exchange (ETDEWEB)

    Aines, R; Nitao, J; Newmark, R; Carle, S; Ramirez, A; Harris, D; Johnson, J; Johnson, V; Ermak, D; Sugiyama, G; Hanley, W; Sengupta, S; Daily, W; Glaser, R; Dyer, K; Fogg, G; Zhang, Y; Yu, Z; Levine, R

    2002-05-09

    The stochastic engine uses modern computational capabilities to combine simulations with observations. We integrate the general knowledge represented by models with specific knowledge represented by data, using Bayesian inferencing and a highly efficient staged Metropolis-type search algorithm. From this, we obtain a probability distribution characterizing the likely configurations of the system consistent with existing data. The primary use will be optimizing knowledge about the configuration of a system for which sufficient direct observations cannot be made. Programmatic applications include underground systems ranging from environmental contamination to military bunkers, optimization of complex nonlinear systems, and timely decision-making for complex, hostile environments such as battlefields or the detection of secret facilities. We create a stochastic ''base representation'' of system configurations (states) from which the values of measurable parameters can be calculated using forward simulators. Comparison of these predictions to actual measurements drives embedded Bayesian inferencing, updating the distributions of states in the base representation using the Metropolis method. Unlike inversion methods that generate a single bestcase deterministic solution, this method produces all the likely solutions, weighted by their likelihoods. This flexible method is best applied to highly non-linear, multi-dimensional problems. Staging of the Metropolis searches permits us to run the simplest model systems, such as lithology estimators, at the lower stages. The majority of possible configurations are thus eliminated from further consideration by more complex simulators, such as flow and transport models. Because the method is fully automated, large data sets of a variety of types can be used to refine the system configurations. The most important prerequisites for optimal use of this method are well-characterized forward simulators, realistic

  14. Geohydrologic-engineering geology evaluation of the Selma Group in western Alabama and northeast Mississippi for possible radioactive waste disposal

    Energy Technology Data Exchange (ETDEWEB)

    Gonzales, S.

    1975-06-01

    The following topics are discussed: regional stratigraphy, lithologic characteristic-chalk sequences, structural geology settting, earthquakes and historical seismicity, regional geomorphology, recovery of geological resources, and groundwater hydrology. (LK)

  15. Engineering

    National Research Council Canada - National Science Library

    Includes papers in the following fields: Aerospace Engineering, Agricultural Engineering, Chemical Engineering, Civil Engineering, Electrical Engineering, Environmental Engineering, Industrial Engineering, Materials Engineering, Mechanical...

  16. Review of Engineering Geological Characteristics of Lunar Regolith%月壤工程地质特性综述

    Institute of Scientific and Technical Information of China (English)

    黄雨; 蒋馥鸿

    2013-01-01

    Some recent advances of engineering geological properties of lunar regolith are summarized in the aspect of the influence of specific environment on the lunar regolith properties.First,the geochemical characteristics of the lunar regolith researches are outlined briefly,including mineral characteristics and chemical composition.The influences of lunar regolith size distribution,particle shape and porosity on lunar regolith properties are analyzed.Then,the mechanical properties of the lunar regolith are introduced,including the deformation characteristics and strength characteristics.The main types of lunar regolith simulation are presented,and so do mechanic parameters of the stimulation soil,such as the angle of internal friction and elastic parameters.Finally,the existing problems in the lunar regolith research are pointed out that the effects of environment variables (e.g.the weak gravity) and chemical composition for the engineering geological behavior should be taken into account in simulant test and the dynamic nature of lunar regolith also should be paid more attention.%根据国内外的最新研究成果,综述了近年来月壤工程地质力学特性研究的新进展.首先简述了月壤的矿物特征与化学成分,分析了月壤的级配、颗粒形态与孔隙率等物理性质;然后总结了月壤的变形特性与强度特征,阐述了目前模拟月壤的主要类别,及其内摩擦角、弹性参数等力学参数的研究成果;最后指出月壤研究中存在的问题,即模拟月壤试验必须注意环境变量(如弱重力)及化学成分对于工程地质性质的影响,同时应加强对月壤动力性质方面的研究.

  17. Engineering Geological and Petrographic Characterization of Migmatites Belonging to the Calabria-Peloritani Orogen (Southern Italy)

    Science.gov (United States)

    Pappalardo, G.; Punturo, R.; Mineo, S.; Ortolano, G.; Castelli, F.

    2016-04-01

    The laboratory characterization of migmatite rocks, affected by tunneling works in southern Calabria (Italy), has been carried out with the purpose of investigating the relationship between some potentially interdependent petrographic and petrophysical features with the mechanical behavior of the excavated rocks. Mineralogical and petrographic investigation allowed estimating the modal composition of the rock and the grain size of the constituting minerals, as well as examining the intergranular contacts and associated microfractures. The velocity of seismic waves within the specimens has been measured and calculated, along with the elastic properties of the rock. Specimens were also characterized from the physical-mechanical point of view and their mode of failure was considered. Results show that the mechanical behavior of migmatites varies within the sample population, although the specimens belong to the same sampling area. It is controlled by both porosity and modal composition of the rock. Thus, primary minerals were grouped with respect to their elastic properties; their abundance/deficiency within the specimen controls its mechanical strength. This is also reflected in the modes of failure associated to different strength values. This is a new consideration in the laboratory characterization of this rock type, largely cropping out in several contexts worldwide. Results should be taken into account before starting engineering works, in order to avoid errors resulting from considering this rock as a homogeneous material from the mechanical and petrographic points of view.

  18. Using the Complete Nano Engineering Geological Spectrum to Assess the Performance of Clay Barriers

    Science.gov (United States)

    Schmitz, Robrecht M.; Schroeder, Christian; Thorez, Jacques; Charlier, Robert

    Clays are geomaterials used in various (over 100) applications in our society. The more common geotechnical applications are clay barriers to contain waste, slurry walls etc. But even if clays are not used as construction material, the engineering geologist encounters them frequently during construction of e.g. foundations and tunnels. As clays are end products of the weathering of silicate geomaterials they are stable as such, but within this group of clay minerals, geotechnical properties vary enormously. Some of these variations are due to chemo-plasticity e.g. reflected in the effect of the composition of the pore fluid on the mechanical properties of clay. One approach to deal with these chemo plastic effects is to separate them according to the scale or level on which they are acting. In clays one can discern the level of the clay silicate sheets (TOT or TO), the clay interlayer level and the clay particles level. This contribution aims to show how an analysis of the processes on these three levels can help to assess the geotechnical properties of clays in contact with various fluids.

  19. Role of engineering geology in environmental protection of the North Bohemian basin

    Energy Technology Data Exchange (ETDEWEB)

    Marek, J.; Herle, V.; Seycek, J.

    1988-06-01

    Reviews engineering works made necessary by advance of surface brown coal mines in North Bohemia, largest of which was construction of the Ervenicky corridor, begun in 1966 following joining of the Jan Sverma and Ceskoslovenska Armada mines. This corridor is 4 km long and up to 120 m high and carries a railway line, highway and the river Bilina (in a pipeline). Coal mining also caused demolition of the old town of Most during the 1970s - a new town was built on the edge of the basin. In 1988, a new research project was launched to look at ways of reducing destruction of the countryside by brown coal mining. It has three aspects: 1) use of mine waste material in construction industry in order to remove waste dumps, sometimes 400 m high, which cover large areas of the basin; 2) research into mine slope dimensions with a view to minimizing amount of overburden removed and thus damage to the countryside; 3) research into ways of reducing amount of coal combustion waste products, which consume large amounts of storage space in the form of settling pits and which also cause water contamination.

  20. Petrofacies Analysis - A Petrophysical Tool for Geologic/Engineering Reservoir Characterization

    Science.gov (United States)

    Watney, W.L.; Guy, W.J.; Doveton, J.H.; Bhattacharya, S.; Gerlach, P.M.; Bohling, G.C.; Carr, T.R.

    1998-01-01

    Petrofacies analysis is defined as the characterization and classification of pore types and fluid saturations as revealed by petrophysical measurements of a reservoir. The word "petrofacies" makes an explicit link between petroleum engineers' concerns with pore characteristics as arbiters of production performance and the facies paradigm of geologists as a methodology for genetic understanding and prediction. In petrofacies analysis, the porosity and resistivity axes of the classical Pickett plot are used to map water saturation, bulk volume water, and estimated permeability, as well as capillary pressure information where it is available. When data points are connected in order of depth within a reservoir, the characteristic patterns reflect reservoir rock character and its interplay with the hydrocarbon column. A third variable can be presented at each point on the crossplot by assigning a color scale that is based on other well logs, often gamma ray or photoelectric effect, or other derived variables. Contrasts between reservoir pore types and fluid saturations are reflected in changing patterns on the crossplot and can help discriminate and characterize reservoir heterogeneity. Many hundreds of analyses of well logs facilitated by spreadsheet and object-oriented programming have provided the means to distinguish patterns typical of certain complex pore types (size and connectedness) for sandstones and carbonate reservoirs, occurrences of irreducible water saturation, and presence of transition zones. The result has been an improved means to evaluate potential production, such as bypassed pay behind pipe and in old exploration wells, or to assess zonation and continuity of the reservoir. Petrofacies analysis in this study was applied to distinguishing flow units and including discriminating pore type as an assessment of reservoir conformance and continuity. The analysis is facilitated through the use of colorimage cross sections depicting depositional sequences

  1. Petrofacies analysis - the petrophysical tool for geologic/engineering reservoir characterization

    Energy Technology Data Exchange (ETDEWEB)

    Watney, W.L.; Guy, W.J.; Gerlach, P.M. [Kansas Geological Survey, Lawrence, KS (United States)] [and others

    1997-08-01

    Petrofacies analysis is defined as the characterization and classification of pore types and fluid saturations as revealed by petrophysical measures of a reservoir. The word {open_quotes}petrofacies{close_quotes} makes an explicit link between petroleum engineers concerns with pore characteristics as arbiters of production performance, and the facies paradigm of geologists as a methodology for genetic understanding and prediction. In petrofacies analysis, the porosity and resistivity axes of the classical Pickett plot are used to map water saturation, bulk volume water, and estimated permeability, as well as capillary pressure information, where it is available. When data points are connected in order of depth within a reservoir, the characteristic patterns reflect reservoir rock character and its interplay with the hydrocarbon column. A third variable can be presented at each point on the crossplot by assigning a color scale that is based on other well logs, often gamma ray or photoelectric effect, or other derived variables. Contrasts between reservoir pore types and fluid saturations will be reflected in changing patterns on the crossplot and can help discriminate and characterize reservoir heterogeneity. Many hundreds of analyses of well logs facilitated by spreadsheet and object-oriented programming have provided the means to distinguish patterns typical of certain complex pore types for sandstones and carbonate reservoirs, occurrences of irreducible water saturation, and presence of transition zones. The result has been an improved means to evaluate potential production such as bypassed pay behind pipe and in old exploration holes, or to assess zonation and continuity of the reservoir. Petrofacies analysis is applied in this example to distinguishing flow units including discrimination of pore type as assessment of reservoir conformance and continuity. The analysis is facilitated through the use of color cross sections and cluster analysis.

  2. INTEGRATED GEOLOGIC-ENGINEERING MODEL FOR REEF AND CARBONATE SHOAL RESERVOIRS ASSOCIATED WITH PALEOHIGHS: UPPER JURASSIC SMACKOVER FORMATION, NORTHEASTERN GULF OF MEXICO

    Energy Technology Data Exchange (ETDEWEB)

    Ernest A. Mancini

    2003-09-25

    The University of Alabama in cooperation with Texas A&M University, McGill University, Longleaf Energy Group, Strago Petroleum Corporation, and Paramount Petroleum Company are undertaking an integrated, interdisciplinary geoscientific and engineering research project. The project is designed to characterize and model reservoir architecture, pore systems and rock-fluid interactions at the pore to field scale in Upper Jurassic Smackover reef and carbonate shoal reservoirs associated with varying degrees of relief on pre-Mesozoic basement paleohighs in the northeastern Gulf of Mexico. The project effort includes the prediction of fluid flow in carbonate reservoirs through reservoir simulation modeling that utilizes geologic reservoir characterization and modeling and the prediction of carbonate reservoir architecture, heterogeneity and quality through seismic imaging. The primary objective of the project is to increase the profitability, producibility and efficiency of recovery of oil from existing and undiscovered Upper Jurassic fields characterized by reef and carbonate shoals associated with pre-Mesozoic basement paleohighs. The principal research effort for Year 3 of the project has been reservoir characterization, 3-D modeling, testing of the geologic-engineering model, and technology transfer. This effort has included six tasks: (1) the study of seismic attributes, (2) petrophysical characterization, (3) data integration, (4) the building of the geologic-engineering model, (5) the testing of the geologic-engineering model and (6) technology transfer. This work was scheduled for completion in Year 3. Progress on the project is as follows: geoscientific reservoir characterization is completed. The architecture, porosity types and heterogeneity of the reef and shoal reservoirs at Appleton and Vocation Fields have been characterized using geological and geophysical data. The study of rock-fluid interactions has been completed. Observations regarding the diagenetic

  3. Reversibility of La and Lu sorption onto smectites: Implications for the design of engineered barriers in deep geological repositories

    Energy Technology Data Exchange (ETDEWEB)

    Galunin, Evgeny [Departament de Quimica Analitica, Universitat de Barcelona, Marti i Franques 1-11, 08028 Barcelona (Spain); Alba, Maria D.; Aviles, Miguel A. [Instituto de Ciencia de Materiales de Sevilla, Consejo Superior de Investigaciones Cientificas - Universidad de Sevilla, Av. Americo Vespucio 49, 41092 Sevilla (Spain); Santos, Maria J. [Departamento de Quimica, Universidade Estadual de Londrina, Londrina, PR, 86051-990 (Brazil); Vidal, Miquel, E-mail: miquel.vidal@ub.edu [Departament de Quimica Analitica, Universitat de Barcelona, Marti i Franques 1-11, 08028 Barcelona (Spain)

    2009-12-30

    The sorption reversibility of La and Lu (considered as actinide analogues) onto a set of smectites (bentonite FEBEX; hectorite, HEC; MX80; saponite, SAP; Otay montmorillonite, SCa-3; and Texas montmorillonite, STx-1) was studied to estimate actinide retention by smectites that are candidates for use as engineered barriers in deep geological repositories. The sorption distribution coefficients (K{sub d}) and the reversibility parameters (desorption distribution coefficients (K{sub d,des}), adjusted distribution coefficients (K{sub d,adj}), and desorption rates (R{sub des})) were determined from batch tests in two ionic media: deionized water and Ca 0.02 mol L{sup -1}. The latter simulates possible conditions due to the presence of concrete leachates. The results varied greatly depending on the ionic medium, the lanthanide concentration and the clay structure. The high values of K{sub d,des} obtained (up to 1.1 x 10{sup 5} and 9.2 x 10{sup 4} L kg{sup -1} for La and Lu in water, and 2.8 x 10{sup 4} and 4.1 x 10{sup 4} L kg{sup -1} for La and Lu in the Ca medium) indicate the suitability of the tested smectites for lanthanide (and therefore, actinide) retention. Based on all the data, SCa-3, HEC and FEBEX clays are considered the best choices for water environments, whereas in Ca environments the suitable clays depended on the lanthanide considered.

  4. Engineering-geological model of the landslide of Güevejar (S Spain) reactivated by historical earthquakes

    Science.gov (United States)

    Delgado, José; García-Tortosa, Francisco J.; Garrido, Jesús; Giner, José; Lenti, Luca; López-Casado, Carlos; Martino, Salvatore; Peláez, José A.; Sanz de Galdeano, Carlos; Soler, Juan L.

    2015-04-01

    Landslides are a common ground effect induced by earthquakes of moderate to large magnitude. Most of them correspond to first-time instabilities induced by the seismic event, being the reactivation of pre-existing landslides less frequent in practice. The landslide of Güevejar (Granada province, S Spain) represents a case study of landslide that was reactivated, at least, two times by far field earthquakes: the Mw 8.7, 1755, Lisbon earthquake (with estimated epicentral distance of 680 km), and the Mw 6.5, 1884, Andalucia event (estimated epicentral distance of 45 km), but not by near field events of moderate magnitude (Mw 50 m) sliding surface. The engineering-geological model constitutes the first step in an ongoing research devoted to understand how it could be reactivated during far field events. The authors would like to thank the ERDF of European Union for financial support via project "Monitorización sísmica de deslizamientos. Criterios de reactivación y alerta temprana" of the "Programa Operativo FEDER de Andalucía 2007-2015". We also thank all Public Works Agency and Ministry of Public Works and Housing of the Regional Government of Andalusia.

  5. MATHEMATICAL GEOLOGY

    Institute of Scientific and Technical Information of China (English)

    2004-01-01

    <正>20041769 Fang Rui (Department of Earth Sciences, Nanjing University, Nanjing, Jiangsu); Wu Jichun Design and Implementation of New Spatial Database of Groundwa-ter (Hydrogeology & Engineering Geology, ISSN 1000-3665, CN11-2202/P, 30(5), 2003, p. 33 -36, 4 illus. , 1 table, 8 refs. ) Key words: groundwater, data basesBased on system of relational database, a data model of groundwater spatial information

  6. GEOTHERMICS GEOLOGY

    Institute of Scientific and Technical Information of China (English)

    2009-01-01

    <正>20091762 Guo Wancheng(Xining Jiulong Engineering Investigation Ltd.,Xining 810700,China);Shi Xingmei Development and Utilization of Guide Basin’s Geothermal Resources of Qinghai Province(Hydrogeology and Engineering Geology,ISSN1000-3665,CN11-2202/P,35(3),2008,p.79-80,92,2 illus.,2 tables,2 refs.)Key words:geothermal resources,QinghaiThis paper introduced the background of geothermal conditions and the many years of geothermal exploration data in Guide Basin.Then,the authors discussed the geothermal resources feature of Guide basin and raised some opinions on the reasonable development and utilization of geothermal resources.

  7. 青藏铁路多年冻土工程地质勘察%Permafrost Engineering Geological Characteristics of Qinghai-Xizang Railway

    Institute of Scientific and Technical Information of China (English)

    张钊

    2004-01-01

    The effective and assured measures in criteria of formulation, procedures, techniques and methods for geological prospecting of Qinghai-Xizang Railway have been made. The permafrost engineering geological investigation indicate the talik and those sections with annual average ground temperature higher than 1 ℃ takes up 68.8% of total amount; the high ice content permafrost also account for 50% of real permafrost section. The distribution of permafrost characteristics is obviously influenced by altitude and latitude. The prospecting also shows the distribution of permafrost characteristics is rather complicated. Based on two predications of air temperature-rising tendency, by calculating climate model of permafrost thermal status, and comparing and analyzing geological distribution of Qinghai-Xizang Railway, the tendency of permafrost recession range has been predicated.

  8. INTEGRATED GEOLOGIC-ENGINEERING MODEL FOR REEF AND CARBONATE SHOAL RESERVOIRS ASSOCIATED WITH PALEOHIGHS: UPPER JURASSIC SMACKOVER FORMATION, NORTHEASTERN GULF OF MEXICO

    Energy Technology Data Exchange (ETDEWEB)

    Ernest A. Mancini

    2002-09-25

    The University of Alabama in cooperation with Texas A&M University, McGill University, Longleaf Energy Group, Strago Petroleum Corporation, and Paramount Petroleum Company are undertaking an integrated, interdisciplinary geoscientific and engineering research project. The project is designed to characterize and model reservoir architecture, pore systems and rock-fluid interactions at the pore to field scale in Upper Jurassic Smackover reef and carbonate shoal reservoirs associated with varying degrees of relief on pre-Mesozoic basement paleohighs in the northeastern Gulf of Mexico. The project effort includes the prediction of fluid flow in carbonate reservoirs through reservoir simulation modeling which utilizes geologic reservoir characterization and modeling and the prediction of carbonate reservoir architecture, heterogeneity and quality through seismic imaging. The primary objective of the project is to increase the profitability, producibility and efficiency of recovery of oil from existing and undiscovered Upper Jurassic fields characterized by reef and carbonate shoals associated with pre-Mesozoic basement paleohighs. The principal research effort for Year 2 of the project has been reservoir characterization, 3-D modeling and technology transfer. This effort has included six tasks: (1) the study of rockfluid interactions, (2) petrophysical and engineering characterization, (3) data integration, (4) 3-D geologic modeling, (5) 3-D reservoir simulation and (6) technology transfer. This work was scheduled for completion in Year 2. Overall, the project work is on schedule. Geoscientific reservoir characterization is essentially completed. The architecture, porosity types and heterogeneity of the reef and shoal reservoirs at Appleton and Vocation Fields have been characterized using geological and geophysical data. The study of rock-fluid interactions is near completion. Observations regarding the diagenetic processes influencing pore system development and

  9. Geostatistics and Its Application in Geological Engineering%地质统计学及其在地质工程中的应用分析

    Institute of Scientific and Technical Information of China (English)

    常维

    2011-01-01

    随着科技日益发展,地质统计学在地质工程中也发挥着重要的作用,这就对地质统计提出了更高的要求.本文从地质统计方法入手,简要阐述了地质统计学发展的现状,并分析了统计方法在地质工程中的重要作用及其应用.%With the development of science and technology, geostatistics plays an important role in geological engineering, which puts forward higher demand for geostatistics. Starting from geostatistics, this article illustrates the status quo of geostatistics development, and analyzes the important role of statistical methods and its applications in the geological engineering.

  10. HYDROGEOLOGY & ENGINEERING GEOLOGY HYDROGEOLOGY

    Institute of Scientific and Technical Information of China (English)

    2007-01-01

    <正>Abstract:20070581 Chen Jingsheng (College of Environmental Sciences, Peking University, Beijing 100871, China); Wang Feiyue Geochemistry of Water Quality of the Yellow River Basin (Earth Science Frontiers, ISSN1005-2321, CN11-3370, 13(1), 2006, p.58-73, 27 illus., 4 tables, 13 refs., with English abstract) Key words: water quality, Yellow River

  11. HYDROGEOLOGY & ENGINEERING GEOLOGY

    Institute of Scientific and Technical Information of China (English)

    2007-01-01

    <正>(1) HYDROGEOLOGY 20072166 Chen Liqun(Institute of Geographical Sciences and Natural Resources Research,CAS,Beijing 100101,China);Liu Changming Impact of Climate on Runoff in the Source Regions of the Yellow River(Earth Science Frontiers,ISSN1005-2321,CN11-3370,13(5),2006,p.321-329,14 illus.,3 tables,10 refs.,with English abstract)

  12. MATHEMATICAL GEOLOGY

    Institute of Scientific and Technical Information of China (English)

    2009-01-01

    <正>20092028 Bai Wancheng(Gold Headquarters,Chinese Armed Police Forces,Beijing 100055,China);Dong Jianle Borrowed Model Method and Application in Metallogenic Prognosis(Geology and Prospecting,ISSN0495-5331,CN11-2043/P,44(4),2008,p.60-63,1 illus.,2 tables,8 refs.,with English abstract)Key words:prediction of deposits,geological model20092029 Cao Zubao(Xi’an Branch of China Coal Research Institute,Xi’an 710054,China)Application Study on Artificial Neural Network Method in Deformation Prediction for Foundation Pit(Exploration Engineering,ISSN1672-7428,CN11-5063/TD,35(5),2008,p.38-40,43,1 illus.,6 tables,8 refs.,

  13. A study on engineering geological zoning of Lanzhou City%兰州城市区工程地质分区研究

    Institute of Scientific and Technical Information of China (English)

    张永军; 李松; 谢煜

    2014-01-01

    运用兰州市最新地质构造、地震研究成果,结合城镇化进程中兰州市区南北山前崩塌、滑坡及泥石流灾害发育,对城市构成严重威胁的现实客观因素。在已有地貌和岩土体类型划分基础上,根据工程地质条件的相似性和差异性,重新进行兰州市区工程地质条件研究,将城区划分为岩(土)体稳定性好、中等及差三个区、六个亚区。其中安宁区迎门滩、七里河区崔家大滩高漫滩岩(土)体稳定性好,工程地质条件好;安宁堡至十里店一带、七里河区职工医院至文化宫一带的Ⅰ、Ⅱ级阶地岩(土)体稳定性中等,工程地质条件较好,这些区域可作为城市区今后重点开发建设的区域。%Based on the latest research results on geological structure and earthquake in Lanzhou City, combined of the objective factors that collapses, landslides and debris flow disasters have been developing in the north and south piedmonts of Lanzhou urban areas during the process of urbanization and other serious threats to the city, by means of the existed classifications of topography and divisions of rocks and soils type, and according to the rules of similarity and differences for classifying the engineering geological conditions, the urban engineering geological conditions in Lanzhou City were studied by dividing the whole urban area into 3 kinds of zones of good, medium and poor rock-soil body stability and by further dividing them into six sub zones, with the conclusion that Yingmentan in Anning District and Cuijiadatan in Qilihe District are of good rock-soil body stability and their engineering geological conditions are also good; the places from Anningbao to Shilidian and from Zhigongyiyuan in Qilihe District to Wenhuagong are of medium rock-soil body stability, and they are also under medium engineering geological conditions and can be used as the focused development and construction areas in Lanzhou City in the

  14. ENVIRONMENTAL GEOLOGY

    Institute of Scientific and Technical Information of China (English)

    2010-01-01

    <正>20102721 Bian Jianmin(College of Environment and Resources,Jilin University,Changchun 130026,China);Tang Jie Hydrogeochemical Characteristics in the Arsenic Poisoning Area in Western Jilin Province(Hydrogeology and Engineering Geology,ISSN1000-3665,CN11-2202/P,36(5),2009,p.80-83,4 illus.,2 tables,9 refs.)Key words:groundwater,arsenic,Jilin ProvinceSupported by field survey and sample test data,the SPSS is applied to analyze the relationship between arsenic concentration and chemical components.The results show that th

  15. Theoretical geology

    Science.gov (United States)

    Mikeš, Daniel

    2010-05-01

    erroneous assumptions and do not solve the very fundamental issue that lies at the base of the problem. This problem is straighforward and obvious: a sedimentary system is inherently four-dimensional (3 spatial dimensions + 1 temporal dimension). Any method using an inferior number or dimensions is bound to fail to describe the evolution of a sedimentary system. It is indicative of the present day geological world that such fundamental issues be overlooked. The only reason for which one can appoint the socalled "rationality" in todays society. Simple "common sense" leads us to the conclusion that in this case the empirical method is bound to fail and the only method that can solve the problem is the theoretical approach. Reasoning that is completely trivial for the traditional exact sciences like physics and mathematics and applied sciences like engineering. However, not for geology, a science that was traditionally descriptive and jumped to empirical science, skipping the stage of theoretical science. I argue that the gap of theoretical geology is left open and needs to be filled. Every discipline in geology lacks a theoretical base. This base can only be filled by the theoretical/inductive approach and can impossibly be filled by the empirical/deductive approach. Once a critical mass of geologists realises this flaw in todays geology, we can start solving the fundamental problems in geology.

  16. Hong Kong Geological Survey

    Institute of Scientific and Technical Information of China (English)

    R J Sewell

    2007-01-01

    @@ History and objectives The Hong Kong Geological Survey(HKGS) was created on 5 May,1982,wimin the then Engineering Development Department of the Hong Kong Govemment.The initial objective was to carry out a new geological survey of the Territory at 1∶20,000 scale.This followed recognition of an urgent need to produce high quality geological maps at a large scale with sufficient detail to facilitate physical planning and land use management of Hong Kong.

  17. Disscution on the Work Methord about Engineering Geological Investigation of Small and Medium-sized River Project in Baoding Area%保定中小河流工程地质勘察工作方法探讨

    Institute of Scientific and Technical Information of China (English)

    2013-01-01

      通过总结保定地区中小河流治理工程地质勘察工作经验,探讨了地质勘察阶段划分、勘察工作布置、工程地质分段、天然建筑材料勘察等方面的地质工作方法存在问题,并提出了改进建议。%By summarizing experience about engineering geological investigation of small and medium-sized river control project in Baoding area, discusses the work method and problems of geological work, such as the geological exploration stage division, survey and layout, engineering geological section, natural building materials geological survey and some sug-gestions were put forward.

  18. ENVIRONMENTAL GEOLOGY

    Institute of Scientific and Technical Information of China (English)

    2009-01-01

    <正>20091993 Cao Wei(Cold and Arid Regions Environmental and Engineering Research Institute,CAS,Lanzhou 730000,China);Sheng Yu Grey Relation Projection Model for the Assessment of Permafrost Environment in Coal Mining Areas(Hydrogeology and Engineering Geology,ISSN1000-3665,CN11-2202/P,35(4),2008,p.111-115,2 tables,15 refs.)Key words:miming,frozen ground,environment impact statementsDue to the intense effect of coal mining activity on permafrost,the permafrost environment in coal mining areas is very frail.It is very important to assess the permafrost environment in coal mining areas.The permafrost environment is

  19. Route Selection Combining Geology and Environmental Geology for Railway Engineering in High -intensity Earthquake Zone%高烈度地震区铁路工程地质与环境地质综合选线

    Institute of Scientific and Technical Information of China (English)

    卿三惠; 杨英; 张明红

    2013-01-01

    Research purposes:For the area of railway from Dali to Lijiang in Yunnan,combining the features of complex seismic geological conditions,highly required environmental protection and difficult route selection therein,the related study is carried out so as to establish,and then promote the technical system for the route selection combining geology and environmental geology for railway engineering in high -intensity earthquake zone. Research conclusions:This paper systemically summarizes the principle of the “route selection combining geology and environmental geology for railway engineering in high -intensity earthquake zone”.By the means of remote sensing interpretation,geological mapping,geophysical prospecting (by electricity,seismic waves,or magnetotellurics etc.), drilling exploration,hole testing,in -situ testing,indoor tests and other comprehensive prospecting technique,as well as seismic safety evaluation (including active fault identification),environmental effect appraisal,this complete system is constituted,which has an important value to promote.An optimal route scheme is selected through overall comparison among three schemes from the aspects of seismic geological conditions and environmental sensitive area,and then verified by engineering construction and practical operation to be scientific and reasonable,which not only protects the ecological environment to a maximum extent,but also includes the route into a “safe island”.With outstanding economic,social and environmental benefits,it is praised by experts from the Ministry of Environmental Protection asthe “Example of Route Selection Combining Engineering Geology and Environmental Geology Organically ”,accumulating experience for railway route selection in similar region.%研究目的:结合云南大理至丽江铁路区域地震地质条件复杂、环境保护要求高、铁路选线难度大等特点开展地质选线研究,建立高烈度地震区工地质与环境地质综合选

  20. Engineering and environmental geology of the Indian Wells Valley area. Final report, 17 June 1982-1 September 1987

    Energy Technology Data Exchange (ETDEWEB)

    Zellmer, J.

    1987-11-06

    The IWV area of southeastern California, is affected by several geologic and geotechnical hazards and problems. These include seismic activity, a limited ground-water resource, flooding, poor soil conditions, slope instability, liquefaction susceptibility, a locally high ground-water table, sewage and toxic waste disposal, and the potential for volcanic activity.

  1. Engineering Geological Feature of Nansha Port Area in Guangzhou Port%广州港南沙港区的工程地质特征

    Institute of Scientific and Technical Information of China (English)

    蔡泽明; 梁文成

    2012-01-01

    在南沙港区各期工程的地质勘察的基础上,结合规划中的深圳—中山通道工程,从地貌形态、基岩构造、地震效应、第四纪覆盖层分布、地层特征和代表性地质断面等方面总结南沙港地区的工程地质特点,探讨工程建设中可能遇到的岩土工程问题及其处理方法,并提出相关建议以供设计、施工参考.%Based on different stages of geologic investigations in Nansha Port Area, by combining with the planned Shenzhen-Zhongshan Channel Project, we summarize a variety of engineering geological features in Nansha Port Area, which include topographic formation, bedrock, seismic effects, Quaternary overburden strata distribution, strata features, representative geological profiles etc., then discuss the geotechnical problems and corresponding measures in the construction, finally make relevant suggestions that will be referred to in the design and construction.

  2. ECONOMIC GEOLOGY

    Institute of Scientific and Technical Information of China (English)

    2004-01-01

    <正>20041200 Peng Yujing (Regional Geology and Mineral Resources Survey of Jilin Province, Changchun, Jilin); Chen Erzhen A Preliminary Study on the Ore -Forming Geologic Events (Jilin Geology, ISSN 1001-2427, CN22-1099/P, 22(3), 2003, p. 1 -11, 23, 1 illus. , 38 refs. ) Key words: geological eventAn ore - forming geologic event, as a

  3. 缅甸某地泥岩的工程地质特征%Engineering Geological Character of Mudstone in Myanmar

    Institute of Scientific and Technical Information of China (English)

    肖雄丙; 李安乐

    2009-01-01

    泥岩是一种由粘土矿物固化而成的沉积岩,泥岩的工程地质特征与泥岩的成分和时代成因密切相关.结合缅甸某地工程实例,简要论述泥岩质量分级,泥岩在空气中和水中的稳定性,抗压强度试验,泥岩的地基承载力的确定等.%Mudstone is a kind of sedimentary rock formed from the consolidation of clayey minerals. The engineering geological character of mudstone relates closely with the composition elements and causes of formation in the geological age. Taking an actual example of the engineering case in Myanmar,the classification of mudstone quality, stability in water and air, uniaxial compressive strength, allowable bearing capacity and some important problems in constructon are discussed.

  4. INTEGRATED GEOLOGIC-ENGINEERING MODEL FOR REEF AND CARBONATE SHOAL RESERVOIRS ASSOCIATED WITH PALEOHIGHS: UPPER JURASSIC SMACKOVER FORMATION, NORTHEASTERN GULF OF MEXICO

    Energy Technology Data Exchange (ETDEWEB)

    Ernest A. Mancini

    2001-09-14

    The University of Alabama in cooperation with Texas A&M University, McGill University, Longleaf Energy Group, Strago Petroleum Corporation, and Paramount Petroleum Company are undertaking an integrated, interdisciplinary geoscientific and engineering research project. The project is designed to characterize and model reservoir architecture, pore systems and rock-fluid interactions at the pore to field scale in Upper Jurassic Smackover reef and carbonate shoal reservoirs associated with varying degrees of relief on pre-Mesozoic basement paleohighs in the northeastern Gulf of Mexico. The project effort includes the prediction of fluid flow in carbonate reservoirs through reservoir simulation modeling which utilizes geologic reservoir characterization and modeling and the prediction of carbonate reservoir architecture, heterogeneity and quality through seismic imaging. The primary objective of the project is to increase the profitability, producibility and efficiency of recovery of oil from existing and undiscovered Upper Jurassic fields characterized by reef and carbonate shoals associated with pre-Mesozoic basement paleohighs. The principal research effort for Year 1 of the project has been reservoir description and characterization. This effort has included four tasks: (1) geoscientific reservoir characterization, (2) the study of rock-fluid interactions, (3) petrophysical and engineering characterization and (4) data integration. This work was scheduled for completion in Year 1. Overall, the project work is on schedule. Geoscientific reservoir characterization is essentially completed. The architecture, porosity types and heterogeneity of the reef and shoal reservoirs at Appleton and Vocation Fields have been characterized using geological and geophysical data. The study of rock-fluid interactions has been initiated. Observations regarding the diagenetic processes influencing pore system development and heterogeneity in these reef and shoal reservoirs have been

  5. ECONOMIC GEOLOGY

    Institute of Scientific and Technical Information of China (English)

    2015-01-01

    20152392 Geng Shufang(Institute of Geology,Chinese Academy of Geological Sciences,Beijing 100037,China);Liu Ping Deep Geological Structure Constraints on Shallow Geology and Mineralization:A Study in the Land and Sea Areas of East China(Marine Geology&Quaternary Geology,ISSN0256-1492,CN37-1117/P,34(6),2014,p.49-61,8illus.,13refs.,with English abstract)

  6. Chemical Processes with Supercritical CO2 in Engineered Geologic Systems: Significance, Previous Study, and Path Forward (Invited)

    Science.gov (United States)

    Xu, T.; Pruess, K.

    2009-12-01

    Chemical reactions with dissolved CO2 in the aqueous phase have long been considered in fundamental geosciences and practical applications. Recently, studies on geologic carbon sequestration and enhanced geothermal systems using CO2 as heat transmission fluid have brought new interests in chemical reaction processes directly with supercritical CO2 (scCO2, or gas phase). In the vicinity of a CO2 injection well, the aqueous fluid initially present in a geological formation would be quickly removed by dissolution (evaporation) into the flowing gas stream and by immiscible displacement by the scCO2, creating a gas phase dominant zone. In this zone, the water evaporation could cause formation dry-out and precipitation of salt near the injection well, reducing formation porosity, permeability, and injectivity. The scCO2 may directly attack well construction materials such as cement. Over time, the gas phase will tend to migrate upwards towards the caprock because the density of the scCO2 is lower than that of the aqueous phase. In the upper portions of the reservoir, the scCO2 will directly react with caprock minerals and alter the hydrological properties and mechanical strength. On the other hand, the scCO2 phase will maintain the dissolution into the aqueous phase, lowering pH, inducing mineral dissolution, complexing with dissolved cations, increasing CO2 solubility, increasing the density of the aqueous phase, and promoting “convective mixing”. Chemical processes are quite different in the scCO2 dominant geologic systems. The absence of an aqueous phase poses unique questions, as little is presently known about the chemistry of non-aqueous systems. Additional issues arise from the reactivity of water that is dissolved in the ScCO2 phase. In this presentation, the author will discuss the importance, state of the studies performed, and future research directions.

  7. GEOTHERMICS GEOLOGY

    Institute of Scientific and Technical Information of China (English)

    2014-01-01

    <正>20140958 Mei Huicheng(No.915GeologicalBrigade,Jiangxi Bureau of Geology and Mineral Resources,Nanchang 330002,China);Li Zhongshe Geological Features and Causes of the Huihuang Geotherm in Xiushui,Jiangxi Province(Journal of Geological Hazards and

  8. MATHEMATICAL GEOLOGY

    Institute of Scientific and Technical Information of China (English)

    2009-01-01

    <正>20090700 Chen Anshu(Tianjin Institute of Geology and Mineral Resources,China Geological Survey,Tianjin 300170,China);Li Xiaoguang 1:250 000-Scale Regional Geological Map Spatial Database(Geological Survey and Research,ISSN1672-4135,CN12-1353/P,31(1),2008,p.64-69,2 illus.,2 tables,5 refs.)

  9. ECONOMIC GEOLOGY

    Institute of Scientific and Technical Information of China (English)

    2014-01-01

    <正>20140805Fan Baocheng(Xi’an Center of Geological Survey,China Geology Survey,Xi’an710054,China);Meng Guanglu The Geological Evolution and Metallization of TalasKalatawu Block in Northern Tianshan,Kyrgyzstan(Northwestern Geology,ISSN1009-6248,CN61-1149/P,46(2),2013,p.54-

  10. Ancient engineering geology projects in China; A canal system in Ganzu province and trenches along the Great Wall in Ningxia Hui Autonomous Region

    Science.gov (United States)

    Wallace, R.E.; Bucknam, R.C.; Hanks, T.C.

    1994-01-01

    Two major construction projects of ancient times in China involved what today would be considered engineering geology. We describe an ancient canal system in Gaotai County, Gansu province that was possibly begun in the Han dynasty (206 BC-220 AD). The canal system heads at the Dasha River and extends northwestward for about 55 km to the City of Camels and Xusanwan village. Four parallel canals are present at the local site we examined. The canals were likely built primarily to transport water but may also have served as defensive military barriers. A second project involves trenches and berms along the north side of the Great Wall, clearly part of the Great Wall defensive system. This site is in Ningxia Autonomous Region near the town of Shizuishan. ?? 1994.

  11. INTEGRATED GEOLOGIC-ENGINEERING MODEL FOR REEF AND CARBONATE SHOAL RESERVOIRS ASSOCIATED WITH PALEOHIGHS: UPPER JURASSIC SMACKOVER FORMATION, NORTHEASTERN GULF OF MEXICO

    Energy Technology Data Exchange (ETDEWEB)

    Ernest A. Mancini

    2004-02-25

    The University of Alabama, in cooperation with Texas A&M University, McGill University, Longleaf Energy Group, Strago Petroleum Corporation, and Paramount Petroleum Company, has undertaken an integrated, interdisciplinary geoscientific and engineering research project. The project is designed to characterize and model reservoir architecture, pore systems and rock-fluid interactions at the pore to field scale in Upper Jurassic Smackover reef and carbonate shoal reservoirs associated with varying degrees of relief on pre-Mesozoic basement paleohighs in the northeastern Gulf of Mexico. The project effort includes the prediction of fluid flow in carbonate reservoirs through reservoir simulation modeling which utilizes geologic reservoir characterization and modeling and the prediction of carbonate reservoir architecture, heterogeneity and quality through seismic imaging. The primary goal of the project is to increase the profitability, producibility and efficiency of recovery of oil from existing and undiscovered Upper Jurassic fields characterized by reef and carbonate shoals associated with pre-Mesozoic basement paleohighs. Geoscientific reservoir property, geophysical seismic attribute, petrophysical property, and engineering property characterization has shown that reef (thrombolite) and shoal reservoir lithofacies developed on the flanks of high-relief crystalline basement paleohighs (Vocation Field example) and on the crest and flanks of low-relief crystalline basement paleohighs (Appleton Field example). The reef thrombolite lithofacies have higher reservoir quality than the shoal lithofacies due to overall higher permeabilities and greater interconnectivity. Thrombolite dolostone flow units, which are dominated by dolomite intercrystalline and vuggy pores, are characterized by a pore system comprised of a higher percentage of large-sized pores and larger pore throats. Rock-fluid interactions (diagenesis) studies have shown that although the primary control on

  12. OCEANOGRAPHY & MARINE GEOLOGY

    Institute of Scientific and Technical Information of China (English)

    2008-01-01

    <正>20080006 Chen Xixiang(Hydrogeological and Engineering Geology Prospecting Corporation of Jiangsu Province,Huai’an 223001,China);Wang Xiang Erosion,Siltation and Protection along the Coastal Zone of Yellow Sea in Central Jiangsu Province(Journal of Geological Hazards and Environment Preservation,ISSN1006-4362,CN51-1467/P,17(3),2006,p.17-21,25,9 illus.,2 tables,5 refs.)

  13. Study on 3D Visualization Technology and Evaluation Method for Railway Engineering Geological Alignment%铁路工程地质选线三维可视化技术与评价方法研究

    Institute of Scientific and Technical Information of China (English)

    高山

    2011-01-01

    Research purposes: According to the problems in the geological alignment of mountain railway, such as the complex geological conditions, many alignment schemes, long period of demonstrating scheme and hard decisionmaking, the study was done on the3D visualization technology for railway geological alignment and GIS evaluation method for engineering geological condition to realize the modularization, quantification and systematization of geological alignment and evaluation method.Research conclusions: Through the studies on multi -source geological information integration, remote sensing information sampling, 3D geography modeling and engineering geological evaluation method, the 3D visualization GIS integrated system was established to realize the functions of geological information management, spatial analysis,thematic mapping and 3D view, and improve the efficiency and reliability of railway geological alignment in mountain area.%研究目的:针对山区铁路地质选线中的地质条件复杂、线路方案多、论证周期长、方案决策难的问题,研究三维可视化地质选线技术和GIS工程地质评价方法,实现地质选线和评价方法的模型化、定量化和系统化.研究结论:通过研究多源地质信息集成、遥感信息提取、三维地理建模以及工程地质评价方法,建立三维可视化GIS集成体系,实现地质资料管理、空间分析、专题图制作、三维浏览功能,从而有效提高山区铁路地质选线的效率和可靠性.

  14. Methods of seismic zone localization in the highly stressed geological environment in mining natural-engineering system

    Science.gov (United States)

    Kozyrev, A.; Fedotova, Iu.; Zhuravleva, O.

    2012-04-01

    During developing mineral deposits in the geological environment the anomalous energy-saturated zones (parts of highly stressed rocks) are being formed. As a result in the rock mass rockbursts and mining-induced earthquakes occur. The largest mining-induced earthquakes (M 4.0 - 4.2) were registered at the mines of the Khibiny and Lovozersky massifs of the Kola Peninsula. The energy-saturated zones migrate subject to displacement of front of working faces. Location and dimensions of the zones are estimated according to data of analytical investigations and experimental determinations in the rock mass. In some cases (for example, when developing blocks-pillars and transition zones between open and underground mining operations or adjacent mines) all the mining area is a united energy-saturated zone, where the main problems occur concerning mining workings stability management, and under rockbursts hazardous conditions there occur problems concerning mining-induced seismicity manifestations. Parameters of geological environment seismic emission are objective indicators of geological environment energy-saturation. The assessment of their changing is a basis of methods of seismic zones localization and detection of their migration during mining operations development. To assess a current state and determine conditions of transition of geological environment parts into the critical state there carried out investigations concerning space-time regularities of rock mass seismicity parameters changing in the mines' geomechanical space. The following parameters are considered as characteristics of rock mass seismicity: fractal criterion, dip angle criterion for seismic events recurrence graph, concentration criterion, and criterion of fissures' average length. A complex assessment of single parameters range is applied to get the better results. The analysis also takes into account influence of deterministic factors: fracture disturbances and stope face boundaries. Analysis

  15. Improving Geologic and Engineering Models of Midcontinent Fracture and Karst-Modified Reservoirs Using New 3-D Seismic Attributes

    Energy Technology Data Exchange (ETDEWEB)

    Susan Nissen; Saibal Bhattacharya; W. Lynn Watney; John Doveton

    2009-03-31

    Our project goal was to develop innovative seismic-based workflows for the incremental recovery of oil from karst-modified reservoirs within the onshore continental United States. Specific project objectives were: (1) to calibrate new multi-trace seismic attributes (volumetric curvature, in particular) for improved imaging of karst-modified reservoirs, (2) to develop attribute-based, cost-effective workflows to better characterize karst-modified carbonate reservoirs and fracture systems, and (3) to improve accuracy and predictiveness of resulting geomodels and reservoir simulations. In order to develop our workflows and validate our techniques, we conducted integrated studies of five karst-modified reservoirs in west Texas, Colorado, and Kansas. Our studies show that 3-D seismic volumetric curvature attributes have the ability to re-veal previously unknown features or provide enhanced visibility of karst and fracture features compared with other seismic analysis methods. Using these attributes, we recognize collapse features, solution-enlarged fractures, and geomorphologies that appear to be related to mature, cockpit landscapes. In four of our reservoir studies, volumetric curvature attributes appear to delineate reservoir compartment boundaries that impact production. The presence of these compartment boundaries was corroborated by reservoir simulations in two of the study areas. Based on our study results, we conclude that volumetric curvature attributes are valuable tools for mapping compartment boundaries in fracture- and karst-modified reservoirs, and we propose a best practices workflow for incorporating these attributes into reservoir characterization. When properly calibrated with geological and production data, these attributes can be used to predict the locations and sizes of undrained reservoir compartments. Technology transfer of our project work has been accomplished through presentations at professional society meetings, peer-reviewed publications

  16. Structural and stratigraphic evolution of the central Mississippi Canyon area: Interaction of salt tectonics and slope processes in the formation of engineering and geologic hazards

    Science.gov (United States)

    Brand, John Richard

    Approximately 720 square miles of digital 3-dimensional seismic data covering the eastern Mississippi Canyon area, Gulf of Mexico, continental shelf was used to examine the structural and stratigraphic evolution of the geology in the study area. The analysis focused on salt tectonics and sequence stratigraphy to develop a geologic model for the study area and its potential impact on engineering and geologic hazards. Salt in the study area was found to be established structural end-members derived from shallow-emplaced salt sheets. The transition from regional to local salt tectonics was identified through structural deformation of the stratigraphic section on the seismic data and occurred no later than ˜450,000 years ago. From ˜450,000 years to present, slope depositional processes have become the dominant geologic process in the study area. Six stratigraphic sequences (I-VI) were identified in the study area and found to correlate with sequences previously defined for the Eastern Mississippi Fan. Condensed sections were the key to the correlation. The sequence stratigraphy for the Eastern Mississippi Fan can be extended ˜28 miles west, adding another ˜720 square miles to the interpreted Fan. A previously defined channel within the Eastern Fan was identified in the study area and extended the channel ˜28 miles west. Previous work on the Eastern Fan identified the source of the Fan to be the Mobile River; however, extending the channel west suggests the sediment source to be from the Mississippi River, not the Mobile River. Further evidence for this was found in ponded turbidites whose source has been previously established as the Mississippi River. Ages of the stratigraphic sequences were compared to changes in eustatic sea level. The formation stratigraphic sequences appear decoupled from sea level change with "pseudo-highstands" forming condensed sections during pronounced Pleistocene sea level lowstands. Miocene and Pleistocene depositional analogues

  17. Geology's Impact on Culture

    Science.gov (United States)

    Pizzorusso, Ann

    2017-04-01

    Most people consider geology boring, static and difficult. The fields of astronomy and physics have "rebranded" themselves with exciting programs formatted so as to be readily understandable to the general public. The same thing can be done for geology. My research on geology's influence on other disciplines has resulted in a book, Tweeting da Vinci, in which I was able to show how geology affected Italy's art, architecture, medicine, religion, literature, engineering and just about everything else. The reaction to the book and my lectures by both students and the general public has been very positive, including four gold medals, with reviews and comments indicating that they never knew geology could be so exciting. The book is very user friendly, packed with facts, full-color photos, paintings, sketches and illustrations. Complex aspects of geology are presented in an easily understandable style. Widely diverse topics—such as gemology, folk remedies, grottoes, painting, literature, physics and religion—are stitched together using geology as a thread. Quoting everyone from Pliny the Elder to NASA physicist Friedemann Freund, the work is solidly backed scholarship that reads as easily as a summer novel. The book can be used in classes such as physics, chemistry, literature, art history, medicine, Classical Studies, Latin, Greek and Italian. By incorporating a "geologic perspective" in these courses, it can be perceived as a more "all encompassing" discipline and encourage more students to study it. The lectures I have given on college campuses have resulted in students seeing their own majors from a different perspective and some have even signed up for introductory geology courses. One college organized summer course to the Bay of Naples based on the book. We followed the geology as well as the culture of the area and the students were profoundly moved. To encourage dialog, the book is linked to Facebook, Twitter and Instagram. This has enabled followers from

  18. MATHEMATICAL GEOLOGY

    Institute of Scientific and Technical Information of China (English)

    2014-01-01

    <正>20141243Chen Ge(Hangzhou Research Institute of Petroleum Geology,PetroChina,Hangzhou 310023,China);Si Chunsong Study on Sedimentary Numerical Simulation Method of Fan Delta Sand Body(Journal of Geology,

  19. FY 1998 annual report on the survey on overseas geological structures. Project for exchanging engineers (coal mining technology area) (Vietnam); 1998 nendo kaigai chishitsu kozo nado chosaa. Gijutsusha koryu jigyo (tanko gijutsu bun'ya) (Vietnam)

    Energy Technology Data Exchange (ETDEWEB)

    NONE

    1999-03-01

    The project for exchanging engineers has been implemented, in order to improve production and managemental techniques of coal mining engineers in the Asia-Pacific region, promote smooth and efficient projects for surveying overseas geological structures, and facilitate stable supply of overseas coal to Japan. The FY 1998 project was concentrated on Vietnam, to which Japanese coal mining engineers were sent, and from which production management engineers were invited to Japan as trainees. The Japanese engineers sent to Vietnam educated the underground coal mining techniques. The Vietnamese management engineers invited were trained for, e.g., production management techniques (e.g., those for workplaces and organizations) in the Japanese mines, administrative management techniques, and techniques to improve safety and productivity in the mines. Coal Energy Center and Taiheiyo Mining's Kushiro Mine provided training facilities. (NEDO)

  20. MATHEMATICAL GEOLOGY

    Institute of Scientific and Technical Information of China (English)

    2014-01-01

    <正>20142560Hu Hongxia(Regional Geological and Mineral Resources Survey of Jilin Province,Changchun 130022,China);Dai Lixia Application of GIS Map Projection Transformation in Geological Work(Jilin Geology,ISSN1001-2427,CN22-1099/P,32(4),2013,p.160-163,4illus.,2refs.)

  1. MATHEMATICAL GEOLOGY

    Institute of Scientific and Technical Information of China (English)

    2008-01-01

    <正>20081307 Cao Xiping(Geological Museum of China,Beijing 100034)Discussion on the Digitization of Geological Specimen Information and Digital Geological Museum Construction(Acta Geoscientica Sinica,ISSN1006-3021,CN11-3474/P,28(2),2007,p.205-208,1 illus.,1 table,4 refs.)

  2. MATHEMATICAL GEOLOGY

    Institute of Scientific and Technical Information of China (English)

    2015-01-01

    20152086 Liu Lei(Shandong Zhengyuan Geo-logical Exploration Institute,China Metallurgical Geology Bureau,Jinan 250101,China)Comparison of Gridding Effect of MapGIS Software(Contributions to Geology and Mineral Resources Research,ISSN1001-1412,CN12

  3. MATHEMATICAL GEOLOGY

    Institute of Scientific and Technical Information of China (English)

    2009-01-01

    <正>20091383 Cui Yiwen(First Geology and Mineral Resources Prospecting Team of Qinghai Province,Ping’an 810600,China);Zhang Liling Quaternary Three-Dimensional Model of Geological Structures of Changchun City(Jilin Geology,ISSN1001-2427,CN22 -1099/P,27(2),2008,p.125-130,10 illus.,4 tables,14 refs.,with English abstract)

  4. ECONOMIC GEOLOGY

    Institute of Scientific and Technical Information of China (English)

    2013-01-01

    <正>20132393 Lü Guxian(Institute of Geomechanics,Chinese Academy of Geological Sciences,Beijing 100081,China);Li Xiuzhang Research and Development of Orefield Geology(Geology and Prospecting,ISSN0495-5331,CN11-2043/P,48(6),2012,p.1143-1150,3illus.,1table,46refs.)Key words:study of mineral deposit

  5. ECONOMIC GEOLOGY

    Institute of Scientific and Technical Information of China (English)

    2015-01-01

    20150901Dai Chuangu(Guizhou Academy of Geologic Survey,Guiyang550005,China);Zheng Qiqian Geological Background Study of Metallogenic in Haixi-Yanshan Tectonic Cycle in Guizhou Province(Guizhou Geology,ISSN1000-5943,CN52-1059/P,31(2),2014,p.82-88,3illus.,2tables,13refs.)Key words:metallogenesis,metallogenic area,

  6. ECONOMIC GEOLOGY

    Institute of Scientific and Technical Information of China (English)

    2016-01-01

    20160938Gao Xiaowei(Wuhan Center of Geo-logical Survey,China Geological Survey,Wuhan 430223,China);Wu Xiurong Two Types of Terrain and Regional Mineralization in Sumatra,Indonesia(Geological Bulletin of China,ISSN1671-2552,CN11-4648/P,34

  7. ECONOMIC GEOLOGY

    Institute of Scientific and Technical Information of China (English)

    2016-01-01

    20160276Jiang Hanbing(Xi’an Institute of Geology and Mineral Resources,Xi’an710054,China);Yang Hequn The Metallogenic Series Family of Geological Formation in Dunhuang Metallogenetic Belt(Northwestern Geology,ISSN1009-6248,CN61-1149/P,48(1),2015,p.63-71,2illus.,2tables,28refs.)

  8. ENGINEERING GEOLOGICAL DATA PROCESSING METHOD WITH WATER CONSERVANCY HUB PROJECT,AS EXAMPLE%工程地质数据处理方法探讨--以水利枢纽工程为例

    Institute of Scientific and Technical Information of China (English)

    刘军旗

    2014-01-01

    以水利枢纽工程为例,通过分析工程地质的工作内容、工作流程和数据(信息)分析与处理流程,认为工程地质数据是一种典型的“大数据”。可以通过地质语义及数据库技术提高数据的有序性和共享性,通过地质语法、模式、CAD技术和三维可视化技术,提高二维地质制图的效率与规范化,提高工程区地上、地下地质结构的直观性与地质分析的洞察力;通过多传感器数据的融合与挖掘技术,提高地质监测分析与应用的深度与广度;通过网络技术提高协同工作的效率和数据共享的方便性;通过双C模式对工程地质数据及各种分析进行简洁有序的集成,从而对传统工程地质数据从采集到归档管理这一传统主流程进行信息化改造,达到促进行业信息化、数字化的目的。%This paper analyzes the work content,work flow,and the data treatment scheme of engineering geology. We think that engineering geological data is a kind of typical “Big Data”,which can improve the ordering and sharing of these data through geological semantics and database technology.Through the geological syntax,patterns, CAD technology and 3d visualization technology,improve the efficiency and standardization of 2d geological drawing and the visual insight of geological structure.Through the multisensor data fusion and mining technology, improve the depth and breadth of geological monitoring application.Through the network technology,improve work efficiency and convenience of data sharing.Through the Double C pattern,integrate engineering geological data and various analysis.Thus the traditional engineering geological data flow can be remolded from data collection to data archiving,and achieve the goal of informatization and digitization.

  9. Study of the engineering geologic feature of weathering zone of bedrock in 810 producing area of Luling Mine

    Institute of Scientific and Technical Information of China (English)

    桂和荣; 孙家斌; 李明好; 李伟; 尹正柱; 陈富勇; 宋晓梅

    2002-01-01

    For a safe extracting of the mine resource of the razor-thin capping rock, a study of waterproof, sand prevention, roof-fall prevention must be made. As a result, its necessary to master the engineering feature of weathering zone of bedrock. According to the lithology appraisal and X diffract analyses, the mineral feature of weathering zone of bedrock in 810 producing area has been studied in this article. By testing the physical mechanics index of weathering zone, we have found out some features of physical mechanic quality. Utilizing the determined result of viscosity index and slaking test, we reach a conclusion of the water stability of weathering zone, that is the weathering zone rock belongs to the type that is easily slaked when encountered water and the water stability is weak.

  10. Proposal from the Japan Society of Engineering Geology in the report meeting on Hyogo-ken Nanbu earthquake; Hyogoken nanbu jishin hokokukai ni okeru Nippon oyo chishitsu gakkai kara no teian

    Energy Technology Data Exchange (ETDEWEB)

    NONE

    1996-04-10

    Contribution to disaster protection measures and earthquake resistance technology are important activities except application of geology for Japan Society of Engineering Geology. The society carries out field measurement and analysis, and offers analytical method and inverse analytical method for engineering analyses of data. An analytical method uses physical properties of ground and seismic forces as input data, and verifies the stability and safety of some supposed structures at earthquake. It is important to acquire physical properties of ground enough and to measure accurately information of external forces. An inverse analytical method surveys various phenomena at earthquake, and diagnoses the causes of such phenomena. In this time, the engineering survey, evaluation and analysis of active faults and seismic faults are insufficient. It is also one of the issues that the society couldn`t acquire data systematically from the observation hole of underground water. It is also important to consider the point of contact with the actual world. 2 figs.

  11. PETROLEUM GEOLOGY

    Institute of Scientific and Technical Information of China (English)

    2011-01-01

    <正>20110957 Bai Jingru(Engineering Research Centre of Ministry of Education for Comprehensive Utilization of Oil Shale,Northeast Dianli University,Jilin 132012,China);Wang Qing Basic Physicochemical Characteristics of the Huadian Oil Shale Semi-Cokes(Journal of Jilin University,ISSN1671-5888,CN22-1343/P,40(4),2010,p.905-911,5 illus.,8 tables,10 refs.,with English abstract)Key words:oil shale,Jilin Province20110958 Chen Jingyi(Faculty of Resources and Information Technology,China University of Petroleum,Beijing 102249,China);Wang Feiyu Maturity and Genetic Type of Crude Oils in Qikou Sag,Bohai Bay Basin(Xinjiang Petroleum Geology,ISSN1001-3873,CN65-1107/TE,31(3),2010,p.242-244,7 illus.,4 refs.)Key words:crude oil,Bohaiwan Basin Qikou sag is one of the rich-oil areas in Bohai Bay Basin,in which three sets of lacustrine source rocks developed in Tertiary and Paleozoic reservoirs.The geochemical analyses of 59 crude oil and 102 source rock samples from Qikou sag show that the crude oils in Qikou sag belong to mature oil,combined with the biomarkers of n-alkanes,steroid and terpenoid as well as light hydrocarbons index,

  12. Engineering Geological Assessment of Diversion Tunnel of Bakhtiari Damsite (Biggest Two-Arch Concrete Dam in Southern Iran

    Directory of Open Access Journals (Sweden)

    R. Ajalloeian

    2012-01-01

    Full Text Available Bakhtiari dam is located on the Bakhtiari river, 120 km away from the north of the Andimeshk city. Upper diversion tunnel of this dam with large cross section (13.7 m excavation diameter and more than 1 km length is a huge construction. The tunnel is placed in the Sarvak formation carbonate rocks of Bangestan group which passes through seven different geological zones with various specifications (SV1, SV2, SV3, SV4, SV5, SV6, and SV7. Joint studies show two main discontinuit including bedding and a main group of joint (J1 together with random joints (faults and fractures. Most of discontinuities have been filled mainly by calcite or calcite and clay. Data deduced from testing and analysis shows good-to-excellent RQD classes with 75 to 90 values. Based on RMR and Q methods, generally rock masses have good to very good quality with 61 to 95 values for RMR and 10 to 35 values for Q. Based on conducted stability analysis, suitable supports were suggested for tunnel by RMR and Q methods. As a result, it can be concluded that all units have a good stability. Therefore, systematic rock bolting with 40–50 mm unreinforced shotcrete has been proposed for some special place. For rock support, according to RMR method, 3 m rock bolts in crown, 2.5 m spacing and with 50 mm shotcrete in crown has been proposed also 3 m rock bolts, based on Q method, 2.3-2.4 m spacing with systematic Bolting without shotcrete or 40 mm unreinforced shotcrete in some units, has been proposed. According to RMR method, for SV5 zone with very good and excellent quality, local 33 bolting without shotcrete and 3m rock bolts, 3 m spacing and spot bolting according to Q method has been proposed.

  13. Sikfors hydropower station. Follow-up of tunnelling and engineering geology. [Sweden]. Sikfors kraftstation. Uppfoeljning av tunneldrivning och bergschaktning

    Energy Technology Data Exchange (ETDEWEB)

    Hansen, L.; Martna, J.

    1990-02-20

    Sikfors Hydropower Station is situated on the river Pite Aelv, Northern Sweden. The old power station was founded during the years 1911-12. The gross head is 17 m, with a design flow of 50 m{sup 3} and a capacity of 6 MW. A new power station will be completed during 1991. The design flow will be 250 m{sup 3} and the capacity 40 MW, with an annual energy production of 50 GWh. The new power station is situated in a rock shaft 17 by 40 metres and with 37 metres high walls. The rock construction also comprises two intake shafts, two headrace tunnels, surge tunnels, a 600 metres long 210 m{sup 2} tailrace tunnel and a 43 metres high outlet shaft with a diameter of 16 metres. The bedrock is covered with soil, up to 60 metres thick. The new power station will be located in a gabbro massif. The rock type has a low permeability which, in general, is favourable for construction works. The river is located in a fault zone with steep rock slopes. Fault planes striking NS and NW occur in the powerhouse and in the tunnels. The tailrace tunnel is twenty metres high and has been divided into a top heading and two benches. Top heading and the upper bench have been subject to a comprehensive geological documentation which has constituted a basis for the design of permanent support. During the construction, two faults with a moderate to steep dip to the south-west have been encountered in the tailrace tunnel. One of the faults could be passed without problems. The other fault was prone to collapse and the top heading of the tailrace tunnel had to be excavated in two steps, each comprising halt of the area. Comprehensive pre-bolting with Swellex-bolts was performed and after excavation the fault was supported by bolts, and steel-fibre reinforced shotcrete. The different behaviour of the faults has corresponded to differences in the composition of the fault gouges, in particular, the absence or presence of swelling clay and water.

  14. 第5次全国青年工程地质学术研讨会综述%REVIEW ON 5 TH CHINA YOUTH’S SYMPOSIUM ON ENGINEERING GEOLOGY

    Institute of Scientific and Technical Information of China (English)

    唐朝生

    2016-01-01

    2016年5月6~7日,第5次全国青年工程地质学术研讨会在南京大学仙林校区顺利召开。本次研讨会是第三届工程地质专业委员会青年工作委员会成立以来组织召开的第一次围绕某一具体主题的学术会议,共有355位青年工作者参会。会议结合南京大学工程地质学科的研究特色,以“土体工程地质特性与结构”为主题,举行了20场特邀专题报告,报告内容丰富多彩,深度与广度兼备。本次研讨会是国内工程地质及相关领域青年学者开展讨论和深入交流的一次盛会,对推进青年学者之间的学术交流、加强与岩土工程等相关学科的学术纽带、锻炼青年学者的沟通组织能力、促进青年人才的成长起到了积极作用。%The 5 th China Youth’s Symposium on Engineering Geology(CYSEG)was successfully held in Xianlin campus of Nanjing University from 6th to 7th of May 201 6.This is the first time for the 3rd Youth Committee of Engineering Geology in China to organize such a symposium with specific theme.There are 355 participants.The theme of the symposium is “Soil engineering geological characteristics and structure”,which is the specialty of Nanjing University in Engineering Geology.A total of 20 keynote speeches were presented.These speeches are rich in content with depth and breadth.This symposium is a grand event for young scholars in engineering geology and related fields to initiate academic discussions and in-depth exchange.It plays a positive role for promoting academic exchanges between young scholars, strengthening academic ties of geological engineering with geotechnical engineering and other related disciplines,training communication and organization skills of young scholars and nurturing young talents.

  15. Integrated geological and engineering characterization of an Upper Permian, carbonate reservoir, South Cowden unit, Ector County Texas -- a work in progress

    Energy Technology Data Exchange (ETDEWEB)

    Gerard, M.G.; Johnson, J.V.; Snow, S.C. [Phillips Petroleum Company, Odessa, TX (United States)] [and others

    1995-09-01

    South Cowden Unit, located on the eastern margin of the Central Basin Platform, has produced 35 million barrels of oil since initial development in the late 1940`s. The Unit, under waterflood since 1965, has been proposed for a CO{sub 2} flood using horizontal injection wells. A team of geologists and engineers was formed to characterize the reservoir. The early and complete integration of geologic and engineering work has resulted in a detailed reservoir description to be used in reservoir simulation. Regional mapping and 3D seismic data indicate that sediments within the reservoir interval were draped over a paleohigh resulting in an unfaulted, anticlinal-like structure. A field-wide stratigraphic framework was developed using two to four-foot thick, gamma-ray log markers which correspond to low permeability, sandy dolomite layers recognized in core. These log correlations indicate fairly simple and uniform structure and stratigraphy. The gamma-ray markers delineate four zones within the 150 foot reservoir interval. Rocks composing these zones are extensively dolomitized and display a complex color mottling. This mottling is related most likely to bioturbation of carbonate sediments in a shallow, subtidal marine environment. Extensive and interconnected bioturbated areas have core analysis porosities averaging approximately 20% and permeabilities generally ranging from 2 to 350 md. The intervening, nonburrowed and unstained areas have porosities averaging 5% and permeabilities typically ranging form 0.01 to 2 md. Variations in the quality and thickness of the mottled facies are major parameters controlling oil recovery. A belt of better reservoir-quality rock runs roughly parallel to structure and results in an area of higher cumulative oil production. Good waterflood response and uniform pressure distribution indicate continuity of the pay zones within this belt.

  16. Using reservoir engineering data to solve geological ambiguities : a case study of one of the Iranian carbonate reservoirs

    Energy Technology Data Exchange (ETDEWEB)

    Kord, S. [National Iranian South Oil Co. (Iran, Islamic Republic of)

    2006-07-01

    A fractured carbonate reservoir in southwest Iran was studied with reference to reserve estimation, risk analysis, material balance and recovery factor. The 40 km long and 4 km wide reservoir consists of 2 parts with crest depths of 3780 and 3749 mss respectively. The eastern part is smaller and more productive than the western part which has high water saturation and absolutely no production. Economic production from the reservoir began in 1977. By 2004, the cumulative production had reached 12.064 MMSTB. Of the 6 wells drilled, only 2 wells in the eastern part are productive. This study addressed the main uncertainty of whether the 2 parts of the reservoir are sealed or not. The reservoir is under-saturated but the current pressure is near saturation pressure. The reservoir is divided into the following 4 zones: zones 1 and 2 are productive and consist mainly of carbonate rocks; zone 3 has thin beds of sand and shale; and, zone 4 consists of layers of carbonate, shale, marn, and dolomite. Although there are no faults, mud loss suggests that the reservoir has hairline fractures. Oil in place and reserves were estimated for both parts based on calculated reservoir engineering parameters. Material balance calculations were then performed to analyze and simulate the reservoir. The communication between the 2 parts of the reservoir were examined according to core analysis, rock type, fluid characterization, pressure analysis, water-oil contacts, production history and petrophysical evaluations. The porosity was found to be the same in both parts, but the water saturation and net to gross ratios were different between the eastern and western parts. The petrophysical evaluation revealed that there is no communication between the two parts of the reservoir. 4 refs., 2 figs., 2 appendices.

  17. FEBEX project: full-scale engineered barriers experiment for a deep geological repository for high level radioactive waste in crystalline host rock

    Energy Technology Data Exchange (ETDEWEB)

    Alberid, J.; Barcala, J. M.; Campos, R.; Cuevas, A. M.; Fernandez, E. [Ciemat. Madrid (Spain)

    2000-07-01

    FEBEX has the multiple objective of demonstrating the feasibility of manufacturing, handling and constructing the engineered barriers and of developing codes for the thermo-hydro-mechanical and thermo-hydro-geochemical performance assessment of a deep geological repository for high level radioactive wastes. These objectives require integrated theoretical and experimental development work. The experimental work consists of three parts: an in situ test, a mock-up test and a series of laboratory tests. The experiments is based on the Spanish reference concept for crystalline rock, in which the waste capsules are placed horizontally in drifts surround by high density compacted bentonite blocks. In the two large-scale tests, the thermal effects of the wastes were simulated by means of heaters; hydration was natural in the in situ test and controlled in the mock-up test. The large-scale tests, with their monitoring systems, have been in operation for more than two years. the demonstration has been achieved in the in situ test and there are great expectation that numerical models sufficiently validated for the near-field performance assessment will be achieved. (Author)

  18. 地质工程中物理模拟方法综述%Summary of physical simulation in geological engineering

    Institute of Scientific and Technical Information of China (English)

    毕芬芬; 赵星宇

    2012-01-01

    物理模拟试验是地质工程工作中一种重要的研究手段,介绍了物理模拟的原理、研究目的、方法以及它的重要地位等。在查阅大量相关资料的基础上,对地质工程中常用的物理模拟试验方法的发展历史、原理、优缺点以及它们的应用情况进行详细的分析,主要对离心模型试验进行了阐述,最后就物理模拟试验作了简要的总结。%The physical simulation is an important research method in geological engineering work.In this paper,the principle of the physical simulation,purpose,method,and its important position,etc.are systematically introduced.On the basis of a large number of relevant information,the author analyzes the development history,principles,relative merits of the physical simulation testing method and the application,mainly focuses on the centrifuge simulating model test.Finally,a brief summary on physical simulation has been given in the paper.

  19. Engineering geologic assessment of the slope movements and liquefaction failures of the 23 October 2011 Van earthquake (Mw= 7.2)

    Science.gov (United States)

    Karakaş, A.; Coruk, Ö.; Doğan, B.

    2013-04-01

    On 23 October 2011, a Mw = 7.2 earthquake occurred in the Van Province in eastern Turkey, killing 604 people. The earthquake was triggered by a thrust fault due to a compression stress in the region, and caused extensive damage over a large area. Many structures in the earthquake region collapsed, and the damage spread from the city of Van to the town of Erciş, in a distance of 60 km. The earthquake generated several slope movements and liquefaction failures in the region, and this study evaluates these processes from the perspective of engineering geology, and presents field and laboratory results related to these processes. Attenuation relationships were used for estimation of peak ground accelerations (PGAs), and an empirical liquefaction evaluation method employing ground accelerations was used to define threshold accelerations initiating the liquefaction. The results demonstrate that landslides were widespread and more frequently observed in the field in comparison with earthflows and rockfalls. Flow-type liquefaction and lateral spreading was found to be widespread and more common than the liquefaction-related settlement. The minimum threshold acceleration value for the initiation of soil liquefaction was calculated to be 188.87 cm s-2 (~0.19 g) in the earthquake region. Laboratory results indicated that the soil liquefaction was closely associated with grain size. The slope instabilities, liquefaction and associated ground failures occurred mainly in rural areas, and their impact on structures was quite low as compared to the human loss and structural damage by the earthquake.

  20. STRUCTURAL GEOLOGY

    Institute of Scientific and Technical Information of China (English)

    2014-01-01

    <正>20141912Cao Hui(State Key Laboratory for Continental Tectonics and Dynamics,Institute of Geology,Chinese Academy of Geological Sciences,Beijing 100037,China)Gravitational Collapse and Folding during Orogenesis:A Comparative Study of FIA Trends and Fold Axial Plane Traces(Geology in China,ISSN1000-3657,CN11-1167/P,40(6),2013,p.1818-1828,9illus.,35refs.,with

  1. GENERAL GEOLOGY

    Institute of Scientific and Technical Information of China (English)

    2007-01-01

    <正>20071601 Yin Yanhong (Qingdao Institute of Marine Geology, Qingdao 266071, China); Sun Jiashi Discovery of Qingdao Iron Meteorite and Its Chemical Composition and Mineralogy (Marine Geology & Quaternary Geology, ISSN0256-1492, CN37-1117/P, 26(3), 2006, p.121-124, 3 illus., 2 tables, 9 refs.)Key words: iron meteorites, Shandong Province The Qingdao iron meteorite was found in May, 2004.

  2. MATHEMATICAL GEOLOGY

    Institute of Scientific and Technical Information of China (English)

    2007-01-01

    <正>20070721 Dong Yaosong (National Key La-boratory of Geological Process and Mineral resources, Institute of Mathematical Geology and Remote Sensing, China University of Geosciences, Wuhan 430074, China); Yang Yanchen Mutual Compensation of Nerval Net and Characteristic Analysis in Mineral Resources Exploration (Mineral Resources and Geology, ISSN1001-5663, CN45-1174/TD, 20(1), 2006, p.1-6, 3 illus., 6 tables, 5 refs.) Key words: prospecting and exploration of mineral, neural network systems

  3. ENVIRONMENTAL GEOLOGY

    Institute of Scientific and Technical Information of China (English)

    2007-01-01

    <正>20072222 Cao Xiuding(Chengdu University of Technology,Chengdu 610059,China);Qin Guoqing General Packet Radio Service(GPRS)Technology and Its Application in Geological Hazard Monitoring(The Chinese Journal of Geological Hazard and Control,ISSN1003-8035,CN11-2852/P,17(1),2006,p.69-72,76,2 illus.,3 refs.)Key words:geologic hazards

  4. STRUCTURAL GEOLOGY

    Institute of Scientific and Technical Information of China (English)

    2012-01-01

    <正>20122174 Bai Daoyuan ( Institute of Geological Survey of Hunan Province,Changsha 410011,China );Jia Baohua Neoproterozoic TectonicEvolution of the Xuefeng Orogenic Zone in Hunan Province ( Sedimentary Geology and Tethyan Geology,ISSN1009-3850,CN51-1593 / P,31 ( 3 ), 2011,p.78-87,2illus.,1 table,96refs. ) Key words:structural evolution,Neoproterozoic Era,Hunan Province This paper deals,on the basis of abundant lithogeochemical and geochronologic

  5. Research on reasonable identification of risk regions with geological hazards of engineering activities%合理确定工程活动地质灾害危险区的研究

    Institute of Scientific and Technical Information of China (English)

    叶汉云

    2012-01-01

    Taking some power construction program in Zhejiang as the research object, the paper evaluates the risks of the geological hazards by analyzing the geological environment of the project and the basic features of the program, and classifies the scopes for the risk areas, so as to pro- vide the scientific reference for the prevention of the engineering geological hazards.%以浙江省某电力建设项目为研究对象,通过分析工程地质环境条件及项目基本特征,对地质灾害危险性作了评估,并对危险区范围作了划分,为工程地质灾害防治提供了科学依据。

  6. Research on Comprehensive Advanced Geological Prediction Technology of Deep Underground Engineering Construction%深地下工程施工综合超前地质预报技术研究

    Institute of Scientific and Technical Information of China (English)

    李二兵; 谭跃虎; 唐曾智; 马聪; 濮仕坤; 段建立

    2016-01-01

    In the process of deep underground engineering construction various unfavorable geological conditions are the factors that affect such constructions.Advanced geological prediction is an important method to explore those conditions in front of tunnel face and reduce construction risks.Based on the in-depth analysis of features in commonly used methods for geological prediction this paper proposes a comprehensive geological prediction technique system of deep underground constructions.Taking a deep underground engineering as an example actual engineering applications are carried out by using the comprehensive geological prediction method of "geological survey +TSP+ground penetrating radar+infrared water detecting".And complex water areas are verified by advanced drilling.The engineering practice shows that the prediction result is consistent with the excavated situation and this technology is of great value to the construction safety of deep underground engineering constructions.%在深地下工程施工过程中,各种不良地质常成为制约深地下工程修建的主要因素。超前地质预报是地下工程探查掌子面前方不良地质、降低施工风险的一项重要技术措施。在深入分析常用地质预报方法特点基础上,提出深地下工程综合超前地质预报技术体系。以某深地下工程为例,采用地质调查法+TSP+地质雷达法+红外探水综合超前预报方法开展实际工程应用,并对复杂含水地带进行超前钻探验证。工程应用实践表明,预报结果与开挖揭露情况吻合较好,该综合超前地质预报技术可为深地下工程施工安全提供技术支撑。

  7. GEOTHERMICS GEOLOGY

    Institute of Scientific and Technical Information of China (English)

    2013-01-01

    <正>20131683 Lin Wenjing(Institute of Hydrogeology and Environmental Geology,Chinese Academy of Geological Sciences,Shijiazhuang050061,China);Liu Zhiming An Estimation of HDR Resources in China’s Mainland(Acta Geoscientica Sinica,ISSN1006-3021,CN11-3474/P,33(5),2012,p.807-811,2illus.,2tables,14refs.)

  8. GEOTHERMICS GEOLOGY

    Institute of Scientific and Technical Information of China (English)

    2013-01-01

    <正>20131088 Fan Difu (Geological Survey of Jiangsu Province , Nanjing 210018 , China ); Xu Xueqiu Origin Study of Geothermal Field in Xiaoyangkou of Rudong County in Jiangsu (Journal of Geology , ISSN1674-3636 , CN32-1796/P , 36 (2), 2012 , p.192-197 , 3illus. , 9refs.) Key words : geothermal fields , Jiangsu Province

  9. GEOTHERMICS GEOLOGY

    Institute of Scientific and Technical Information of China (English)

    2008-01-01

    <正>20081086 Feng Wujun(Geological Research Institute,Jiangsu Oil Field Branch Company,Yangzhou 225012,Jiangsu);Cao Bing Geoheat Resources Evaluation and Target Optimization in Gaoyou Region of Jiangsu Province(Jiangsu Geology,ISSN1003-6474,CN32-1258/P,31(2),2007,p.130-13

  10. ECONOMIC GEOLOGY

    Institute of Scientific and Technical Information of China (English)

    2005-01-01

    <正>20050726 Cheng Jiabai (Survey Team of Huabei Geological Exploration Bureau, Sanhe 065201, China); Zhao Yuanyi Prospecting Hypothesis and Verification (Contributions to Geology and Mineral Resources Research, ISSN 1001-1412, CN12-1131/P, 19(2), 2004, p. 122-129, 2 refs. , with English abstract) Key words: prospecting model

  11. STRUCTURAL GEOLOGY

    Institute of Scientific and Technical Information of China (English)

    2013-01-01

    <正>20131382 Chen Tao(Key Laboratory of Active Tectonics and Volcano,Institute of Geology,China Earthquake Administration,Beijing 100029,China);Liu Yugang The Activity Age of Tarwan Fault and Genesis of the Topographic Scarp(Seismology and Geology,ISSN0253-4967,CN11-2192/P,34(3),

  12. ENVIRONMENTAL GEOLOGY

    Institute of Scientific and Technical Information of China (English)

    2009-01-01

    <正>20090651 Chen Boyang(Fujian Institute of Geological Survey and Research,Fuzhou 350011,China) Bio-Geochemical Characteristics of High and Low-Incidence Area of Stomach Cancer in the Coastal Area of Fujian Province(Geology of Fujian,ISSN1001-3970,CN35-1080/P,27(1),2008,p.29-36,3 tables,6 refs.)

  13. STRUCTURAL GEOLOGY

    Institute of Scientific and Technical Information of China (English)

    2005-01-01

    <正>20050576 Li Sanzhong (College of Marine Geosciences, Ocean University of China, Qingdao 266003,China) ; Zhou Lihong Cenozoic Faulting and Basin Formation in the Eastern North China Plate (Marine Geology & Quaternary Geology, ISSN 0256 - 1492, CN37 -1117/P, 24(3), 2004, p. 57-66, 5 illus. , 33 refs. ) Key words: tectonic framework, North China

  14. ENVIRONMENTAL GEOLOGY

    Institute of Scientific and Technical Information of China (English)

    2004-01-01

    <正>20040834 Chen Yijiu (Geological Exploration Bureau of Guangdong Province, Guangzhou, Guangdong) Discussion on Natural Chornic Irradiation Environment and Pertinent Problems in Guangdong Province, China (Guangdong Geology, ISSN 1001 - 8670, CN44-1201/P, 18(1), 2003, p. 30-41, 7 tables, 1 ref. , with English abstract) Keywords: radioactivity radiation environmental pollution Guangdong Province

  15. MATHEMATICAL GEOLOGY

    Institute of Scientific and Technical Information of China (English)

    2013-01-01

    <正>20131358 Li Jianzhong (State Key Laboratory of Geological Processes and Mineral Resources , School of Earth Sciences and Resources , China University of Geosciences , Beijing 100083 , China); Cui Jing Geological Application of Mult-Idimensional Data Visualization Based on Geometric Coordinate Method (Earth Science Frontiers

  16. ECONOMIC GEOLOGY

    Institute of Scientific and Technical Information of China (English)

    2014-01-01

    <正>20142114Lin Quansheng(China University of Geosciences,Bejing 100083,China)On the Geologic Characteristics and Economic Significance of the Cambrian Lintian Group in Fujian Province(Geology of Fujian,ISSN1001-3970,CN35-1080/P,32(4),2013,p.264-273,2illus.,2tables,6refs.)

  17. ECONOMIC GEOLOGY

    Institute of Scientific and Technical Information of China (English)

    2014-01-01

    <正>20140227Li Wenyuan(Xi’an Center of Geological Survey,CGS,Xi’an 710054,ChinaThe Continental Growth and Ore-Forming Processes(Northwestern Geology,ISSN1009-6248,CN61-1149/P,46(1),2013,p.1-10,5illus.,18refs.)

  18. ECONOMIC GEOLOGY

    Institute of Scientific and Technical Information of China (English)

    2004-01-01

    <正>20041944 Chen Yuchuan (Chinese Academy of Geological Sciences, Beijing) ; Xue Chunli Discussion on the Regional Mineralizing Pedigree of the Ore Deposits in the Northern Margin of the North China Landmass (Geological Journal of China Universities, ISSN 1006-7493, CN32-1440/P, 9(4), 2003, p. 520-535, 2 illus. , 3 tables, 43 refs. ,

  19. MATHEMATICAL GEOLOGY

    Institute of Scientific and Technical Information of China (English)

    2011-01-01

    <正>20111337 Chen Guoxu(Faculty of Earth Resources,China University of Geosciences,Wuhan 430074,China);Wu Chonglong Study on Integration of 3D Geological Modeling and Mineral Resource Exploration Mapping(Geology and Prospecting,ISSN0495-5331,CN11-2043/P,46(3),2010,p.542-546,5 illus.,19 refs.)Key words:geological modeling,digital cartography According to the workflow of traditional methods of mineral reserve estimation,the authors took mine 3D geological modeling and mineral reserve estimation mapping as a starting point to explore a new method for the integration of 3D geological modeling and mineral resource exploration mapping.In order to verify this method,the authors have applied this method to some real mines.The results show that this method can effectively solve those problems of

  20. 基于知识规则集的城市工程地质数据库质量控制%QUALITY CONTROL OF URBAN ENGINEERING GEOLOGY DATABASE BASED ON KNOWLEDGE RULE SET

    Institute of Scientific and Technical Information of China (English)

    陈龙泉; 邹凤琼

    2011-01-01

    通过对现有数据库质量控制理论和方法的研究,分析了城市工程地质数据库特点,并在挖掘城市工程地质数据库中空间数据的拓扑一致性和属性数据逻辑一致性的基础上,建立了面向城市工程地质数据库的知识规则集,进而提出了基于知识规则集的城市工程地质数据库质量控制的技术方法体系.最后,以南京市工程地质数据库为例,基于该质量控制方法进行数据库质量控制实验,验证了该方法的正确性和有效性.%Through studing the existing theory and method of database quality control, the characteristics of urban engineering geology database are analyzed, and the knowledge rule set facing urban engineering geology database is established based on diging the topological consistency of spatial data and the logical consistency of attribute data, and then, the technical methodology of the quality control of urban engineering geology database based on the knowledge rule set is proposed. Finally, with this quality control method, the test on urban engineering geology database of Nanjing is carried out, and the correctness and the validity of this method are proved.

  1. Geologic Controls of Hydraulic Conductivity in the Snake River Plain Aquifer At and Near the Idaho National Engineering and Environmental Laboratory, Idaho

    Energy Technology Data Exchange (ETDEWEB)

    S. R. Anderson; M. A. Kuntz; L. C. Davis

    1999-02-01

    The effective hydraulic conductivity of basalt and interbedded sediment that compose the Snake River Plain aquifer at and near the Idaho National Engineering and Environmental Laboratory (INEEL) ranges from about 1.0x10 -2 to 3.2x10 4 feet per day (ft/d). This six-order-of-magnitude range of hydraulic conductivity was estimated from single-well aquifer tests in 114 wells, and is attributed mainly to the physical characteristics and distribution of basalt flows and dikes. Hydraulic conductivity is greatest in thin pahoehoe flows and near-vent volcanic deposits. Hydraulic conductivity is least in flows and deposits cut by dikes. Estimates of hydraulic conductivity at and near the INEEL are similar to those measured in similar volcanic settings in Hawaii. The largest variety of rock types and the greatest range of hydraulic conductivity are in volcanic rift zones, which are characterized by numerous aligned volcanic vents and fissures related to underlying dikes. Three broad categories of hydraulic conductivity corresponding to six general types of geologic controls can be inferred from the distribution of wells and vent corridors. Hydraulic conductivity of basalt flows probably is increased by localized fissures and coarse mixtures of interbedded sediment, scoria, and basalt rubble. Hydraulic conductivity of basalt flows is decreased locally by abundant alteration minerals of probable hydrothermal origin. Hydraulic conductivity varies as much as six orders of magnitude in a single vent corridor and varies from three to five orders of magnitude within distances of 500 to 1,000 feet. Abrupt changes in hydraulic conductivity over short distances suggest the presence of preferential pathways and local barriers that may greatly affect the movement of ground water and the dispersion of radioactive and chemical wastes downgradient from points of waste disposal.

  2. Geologic processes in the RWMC area, Idaho National Engineering Laboratory: Implications for long term stability and soil erosion at the radioactive waste management complex

    Energy Technology Data Exchange (ETDEWEB)

    Hackett, W.R.; Tullis, J.A.; Smith, R.P. [and others

    1995-09-01

    The Radioactive Waste Management Complex (RWMC) is the disposal and storage facility for low-level radioactive waste at the Idaho National Engineering Laboratory (INEL). Transuranic waste and mixed wastes were also disposed at the RWMC until 1970. It is located in the southwestern part of the INEL about 80 km west of Idaho Falls, Idaho. The INEL occupies a portion of the Eastern Snake River Plain (ESRP), a low-relief, basalt, and sediment-floored basin within the northern Rocky Mountains and northeastern Basin and Range Province. It is a cool and semiarid, sagebrush steppe desert characterized by irregular, rolling terrain. The RWMC began disposal of INEL-generated wastes in 1952, and since 1954, wastes have been accepted from other Federal facilities. Much of the waste is buried in shallow trenches, pits, and soil vaults. Until about 1970, trenches and pits were excavated to the basalt surface, leaving no sediments between the waste and the top of the basalt. Since 1970, a layer of sediment (about 1 m) has been left between the waste and the basalt. The United States Department of Energy (DOE) has developed regulations specific to radioactive-waste disposal, including environmental standards and performance objectives. The regulation applicable to all DOE facilities is DOE Order 5820.2A (Radioactive Waste Management). An important consideration for the performance assessment of the RWMC is the long-term geomorphic stability of the site. Several investigators have identified geologic processes and events that could disrupt a radioactive waste disposal facility. Examples of these {open_quotes}geomorphic hazards{close_quotes} include changes in stream discharge, sediment load, and base level, which may result from climate change, tectonic processes, or magmatic processes. In the performance assessment, these hazards are incorporated into scenarios that may affect the future performance of the RWMC.

  3. Geologic shapes inversion in field engineering using production data; Inversion de formes geologiques en ingenierie de gisements en utilisant les donnees de production

    Energy Technology Data Exchange (ETDEWEB)

    Edoa, P.F.

    1999-03-09

    The work of this thesis is to study and to solve a shape inversion problem in petroleum reservoir engineering. We developed history matching methods of production data such as well measurements in order to better identify the geometry of geological bodies in a reservoir. Fluid flows are single phase or multiphase. The numerical simulation of these flows is based on a finite volume method on structured meshes. In this context, classical shape optimisation techniques based on mesh perturbations can not be applicable. In fact, each time the surface describing the region to optimize crosses a new grid mesh, the discrete problem gets non differentiable. In order to overcome the difficulty, some authors propose very expensive optimisation methods that only need evaluations of the criterion to be minimized. In this thesis, we propose an approach that consists in working on the continuous problem that is differentiable. In our problem, we generally work a great number of parameters. For this reason, the adjoint state method has been used to calculate the derivative of the cost function with respect to the geometry. Then, it allowed us to calculate rapidly the gradients by discretization of the derivative obtained and to elaborate inversion. processes based on classical algorithms of optimisation. During this thesis, we also pointed out the possibility to modify the topology of the domain using the idea of topological gradient. The development of this topological optimisation method was made possible thanks to the efficiency of the adjoint state method. The adaptation cost of the results was small, especially for the calculation of the sensitivities with respect to the position of small size obstacles. The proposed applications concern the identification of the thickness and the width of channels of the position and the size of faults, of top surface and reservoir limits. An example of application of topological optimisation was performed with geostatistical models

  4. ECONOMIC GEOLOGY (5)GEOTHERMICS GEOLOGY

    Institute of Scientific and Technical Information of China (English)

    2008-01-01

    <正>20082442 Han Zaisheng(China Geological Servey,Beijing 100011,China);Ran Weiyan Exploration and Evaluation of Shal- low Geothermal Energy(Geology in China, ISSN1000—3657,CN11—1167/P,34(6), 2007,p.1115—1121,6 refs.,with English abstract) Key words:geothermal exploration, geothermal resources

  5. GEOTHERMICS GEOLOGY

    Institute of Scientific and Technical Information of China (English)

    2011-01-01

    <正>20111836 Gao Jian(Sichuan Institute of Geological Survey for Nuclear Industry,Chengdu 610061,China);Shi Yuzhen Feasibility Study of Exploitation of Geothermal Resource in the Lugu Lake Region,Yanyuan,Sichuan Province(Acta Geologica Sichuan,ISSN1006-0995,CN51-1273/P,30(3),2010,p.291-294,1 illus.,1 table,1 ref.,with English abstract)Key words:geothermal water,Sichuan Province20111837 He Jianhua(Geological Brigade 102,Bureau of Geolog

  6. STRUCTURAL GEOLOGY

    Institute of Scientific and Technical Information of China (English)

    2007-01-01

    <正>20072338 Bai Long(Guizhou Academy of Geology Survey,Guiyang,Guizhou 550005,China);Zhang Zhen Treatment of Discovery on Ductile Shear Belts in Yiwu,Xingjiang Province and Its Ore-Forming Geology Process(Guizhou Geology,ISSN1000-5943,CN52-1059/P,23(4),2006,p.286-291,295,3 illus.,9 refs.)Key words:ductile shear zones,metallogenesis,XinjiangOf ductile shear belts,deformation fabric considerably developed in Yiwu,

  7. Mapeo de ingeniería geológica en parte sur del área metropolitana de San Salvador Engineering geology mapping in the southern part of the metropolitan area of San Salvador

    Directory of Open Access Journals (Sweden)

    José A Chávez

    2012-06-01

    Full Text Available El uso de mapas geológicos clásicos que agrupan los estratos por edad u origen, dificulta la interpretación y uso para diseños de ingeniería civil o planificación urbana, para las personas sin conocimientos profundos en geología. Debido a esto se ha llevado a cabo mapeo de ingeniería geológica en sector sur del Área Metropolitana de San Salvador, haciendo uso de la metodología de bandas. El objetivo de la metodología es que la información geológica, peligrosidad geológica y recomendaciones geotécnicas puedan representarse y agruparse dependiendo de las características intrínsecas de cada zona. Esta información puede ser fácilmente interpretada por los planificadores urbanos, constructores privados y agencias gubernamentales. La debilidad en la recopilación e investigación de información geológica y geotécnica en El Salvador, son unas de las razones de la problemática que experimenta la región, indicando la importancia de mejorar el manejo del riesgo, así como la mecánica de suelos y de rocasThe use of classic geologic maps, where geological layers are grouped according to their age or origin, makes difficult the interpretation and use for civil engineer design or urban planning to people without deep knowledge in geology. Due to this reason engineering geological mapping has been carried out in the southern part of the Metro- politan Area of San Salvador using the stripe method. The objective of the methodology is that geological information, geological hazards and geotechnical recommendations as well, can be represented and grouped depending on the intrinsic characteristics of each zone. This information can be easily interpreted for urban planners, private builders and government agencies. The weakness in the compilation and research of geological and geotechnical information in El Salvador, are some of the reasons for the current problems that experiment the region, indicating the importance of improving risk

  8. Engineering geology of underground movements

    Energy Technology Data Exchange (ETDEWEB)

    Bell, F.G.; Culshaw, M.G.; Cripps, J.C.; Lovell, M.A. (eds.) (Teeside Polytechnic, Middlesbrough (UK). Dept. of Civil Engineering)

    1988-01-01

    39 papers are presented under the following session headings: introduction; ground movements due to tunnelling; ground movements due to deep excavations; ground movements and construction operations; ground movements due to abandoned mine workings; ground movements due to longwall mining; abandoned limestone mines in the West Midlands; investigation of ground movements; ground movements due to the abstraction or injection of fluids; and induced seismicity. Each session is followed by a discussion.

  9. GEOTHERMICS GEOLOGY

    Institute of Scientific and Technical Information of China (English)

    2010-01-01

    <正>20101802 Fang Bin (China University of Geosciences,Beijing 100083,China);Yang Yunjun Characteristics and Resource Evaluation of the Jiwa Geothermal Field in Central Qiangtang,Northern Tibet,China (Geological Bulletin of China,ISSN1671-

  10. GEOTHERMICS GEOLOGY

    Institute of Scientific and Technical Information of China (English)

    2011-01-01

    <正>20112453 Li Qing (First Design and Research Institute,Ministry of Mechanical Industry, Bengbu 233000, China); Li Yixiang Application of Shallow Geothermal Energy Resources in the Hefei Area(Geology

  11. Marine geology

    Digital Repository Service at National Institute of Oceanography (India)

    Rao, V.P.; Shankar, R.

    Significant scientific contributions in Marine Geology in India during the Nineties have been highlighted in this paper. Sediment trap data collected in the Arabian Sea and Bay of Bengal have provided much understanding about annual sediment fluxes...

  12. MATHEMATICAL GEOLOGY

    Institute of Scientific and Technical Information of China (English)

    2011-01-01

    <正>20112745Cheng Shurang(Geological survey of Shanxi Province,Xi’an 710065,China); Zhang Lin Grade Evaluation Based on Fuzzy Clustering and Pattern Recognition of Comprehensive Anomalies of Geophysics and

  13. ECONOMIC GEOLOGY

    Institute of Scientific and Technical Information of China (English)

    2010-01-01

    <正>20101648 Peng Yujing (Survey of Regional Geology and Mineral Resources of Jilin Province, Changchun 130022, China); Zhai Yuchun Age Determination and Characteristics of the Late Indosinian-Yanshanian Metallogenetic Events of Jilin Province

  14. ECONOMIC GEOLOGY

    Institute of Scientific and Technical Information of China (English)

    2011-01-01

    <正>20112330 Liu Xifang (Key Laboratory of Saline Lake Resources and Environment, Ministry of Land and Resources,Institute of Mineral Resources, Beijing 100037, China);Zheng Mianping Geological Features

  15. GEOTHERMICS GEOLOGY

    Institute of Scientific and Technical Information of China (English)

    2010-01-01

    <正>20102475 Chen Shiliang(No.4 Geological Party of Fujian Province,Ningde 352100,China)A Brief Analysis on Geothermy in the Nantai Isle of Fuzhou Municipality,Fujian Province(Geology of Fujian,ISSN1001-3970,CN35-1080/P,28(4),2009,p.310-314,1 illus.,1 table,3 refs.)Key words:geothermal exploration,Fujian ProvinceBased on the geochemistry and geophysical

  16. GEOTHERMICS GEOLOGY

    Institute of Scientific and Technical Information of China (English)

    2013-01-01

    <正>20132568 Du Guilin(Seismological Bureau of Weihai City,Weihai 264200,China);Cao Wenhai Genesis of Baoquantang Hot Spring in Weihai and Its Influence on Faulting and Seismic Activities(Marine Geology&Quaternary Geology,ISSN0256-1492,CN37-1117/P,32(5),2012,p.67-72,3illus.,2tables,18refs.)Key words:hot springs,seismicity,Shandong Province

  17. ENVIRONMENTAL GEOLOGY

    Institute of Scientific and Technical Information of China (English)

    2007-01-01

    <正>20072933 Bie Jun(Institute of Oceanology,Chinese Academy of Sciences,Qingdao 266071,China);Huang Haijun Ground Subsidence of the Modern Yellow River Delta and Its Causes(Marine Geology & Quaternary Geology,ISSN0256-1492,CN37-1117/P,28(4),2006,p.29-35,5 illus.,13 refs.,with English abstract)Key words:land subsidence,Yellow River Delta

  18. GENERAL GEOLOGY

    Institute of Scientific and Technical Information of China (English)

    2014-01-01

    <正>20141269 Dai Deqiu(Institute of Geology,Hunan University of Science and Technology,Xiangtan 411201,China);Chen Xinyue Contrastive of Petrography and Mineral Chemistry Characteristics among Olivine and Ca,Al-rich Assemblages(Chinese Journal of Geology,ISSN0563-5020,CN11-1937/P,48(3),2013,p.762-772,3 illus.,2 tables,25 refs.)

  19. ENVIRONMENTAL GEOLOGY

    Institute of Scientific and Technical Information of China (English)

    2014-01-01

    <正>20141810 Bian Yumei(Geological Environmental Monitoring Center of Liaoning Province,Shenyang 110032,China);Zhang Jing Zoning Haicheng,Liaoning Province,by GeoHazard Risk and Geo-Hazard Assessment(Journal of Geological Hazards and Environment Preservation,ISSN1006-4362,CN51-1467/P,24(3),2013,p.5-9,2 illus.,tables,refs.)

  20. GENERAL GEOLOGY

    Institute of Scientific and Technical Information of China (English)

    2014-01-01

    <正>20140001Dong Shuwen(Chinese Academy of Geological Sciences,Beijing 100037,China);Li Tingdong Progress of SinoProbe-Deep Exploration in China 2008~2012(Acta Geoscientica Sinica,ISSN1006-3021,CN11-3474/P,34(1),2013,p.7-23,8illus.,69refs.)Key words:deep geology,deep seismic sounding,Continental Scientific Drilling,China SinoProbe 2008~2012,the initial phase

  1. PETROLEUM GEOLOGY

    Institute of Scientific and Technical Information of China (English)

    2012-01-01

    <正>20122476 Bao Yunjie ( Wuxi Research Institute of Petroleum Geology,SINOPEC,Wuxi 214151,China );Wang Shuyi Reservoir Diagenesis of 3rd Member of Feixianguan Formation,Jiannan Gas Field ( Petroleum Geology & Experiment,ISSN1001-6112,CN32-1151 / TE,33 ( 6 ), 2011,p.564-568,2 il-lus.,1plate,2tables,10refs. ) Key words:carbonate reservoirs,diagenesis,Chongqing,Hubei Province

  2. STRUCTURAL GEOLOGY

    Institute of Scientific and Technical Information of China (English)

    2014-01-01

    <正>20141283 Bai Daoyuan(Hunan Institute of Geological Survey,Changsha 410016,China);Zhong Xiang Nature,Origin and Tectonic Setting of Jinzhou Basin in the South Segment of Xuefeng Orogen(Geology in China,ISSN1000-3657,CN11-1167/P,40(4),2013,p.1079-1091,10 illus.,47 refs.)Key words:foreland basins,strike-slip faults,Hunan Province

  3. COAL GEOLOGY

    Institute of Scientific and Technical Information of China (English)

    2009-01-01

    <正>20091159 Gao Yan(No.3 Prospecting Team of Anhui Bureau of Coal Geology,Suzhou 234000,China) Effect of Depositional Environment of Coal-Bearing Stratum on Major Coal Seams in Suntan Coalmine,Anhui Province(Geology of Anhui,ISSN 1005- 6157,CN34-1111/P,18(2),2008,p.114 -117,5 illus.,1 ref.,with English abstract)

  4. ECONOMIC GEOLOGY

    Institute of Scientific and Technical Information of China (English)

    2011-01-01

    <正>20110164 Dong Lianhui(Xinjiang Bureau of Geology and Mineral Resources and Development,Urumqi 830000,China);Feng Jing Research for Classification of Metallogenic Unit of Xinjiang(Xinjiang Geology,ISSN1000-8845,CN65-1092/P,28(1),2010,p.1-15,1 illus.,1 table,17 refs.,with English abstract)Key words:metallogenic provinces,metallogenic belts,metallogenic area,Xinjiang

  5. ECONOMIC GEOLOGY

    Institute of Scientific and Technical Information of China (English)

    2007-01-01

    <正>20072528 Chen Yuchuan(Chinese Academy of Geological Sciences,Beijing,100037);Pei Rongfu On Minerogenetic(Metallogenetic)Series:Third Discussion(Acta Geologica Sinica,ISSN0001-5717,CN11-1951/P,80(10),2006,p.1501-1508,3illus.,1 table,57 refs.,with English abstract)Key words:metallogenic series20072529 Pei Rongfu(Institute of Mineral Resources,CAGS,Beijing 100037);Mei Yanxiong Event Geology Stimulati

  6. HISTORICAL GEOLOGY & STRATIGRAPHY

    Institute of Scientific and Technical Information of China (English)

    2007-01-01

    <正>20072731 Dong Yecai(School of Earth Sciences and Mapping Engineering,East China Institute of Technology,Fuzhou 344000,Jiangxi);Wu Jianhua New Understanding and Signification on Lithostratigraphic Classification in Sanbaishan Basin,South Jiangxi Province(Jiangsu Geology,ISSN1003-6474,CN32-1258/P,30(4),2006,p.254-260,5 illus.,2 tables,10 refs.)Key words:lithostratigraphy,stratigraphic classification,Jiangxi Province

  7. Compendium of engineering geology. Including fundamentals of soil and rock mechanics, and of earthwork, foundation engineering, tunneling, and land fill construction. 2. rev. and enlarged ed. Abriss der Ingenieurgeologie. Mit Grundlagen der Boden- und Felsmechanik, des Erd-, Grund- und Tunnelbaus sowie der Abfalldeponien

    Energy Technology Data Exchange (ETDEWEB)

    Prinz, H. (Hessisches Landesamt fuer Bodenforschung, Wiesbaden (Germany))

    1991-01-01

    The complex and intercisciplinary nature of the subject area of engineering geology does not easily lend itself to being summarised and condensed into textbook, but the approach chosen by the author has produced a textbook of use and value both from the theoretical and from the practical point of view. The book proceeds from the fundamentals of engineering geology, as e.g. exploration and investigation methods, or physical and chemical interactive processes in the underground, to specific engineering work such as earthwork, foundation and tunnel construction. The revised, second edition is up to date with the developments and new findings of the last few years. These also include the problems and possible solutions involved in landfill construction and management, not to forget radwaste repositories, and in the management of long-standing soil pollution, which are treated in a specific, new chapter. The author has taken great care to elucidate the interdisciplinary features. (orig.) With 352 figs., 74 tabs.

  8. 水利类本科专业工程地质课程教学探索%Teaching methods of engineering geology water conservancy course for mechanical power and specialties

    Institute of Scientific and Technical Information of China (English)

    程建军; 王海娟

    2012-01-01

    水利类本科专业诸如农田水利工程、水利水电工程等普遍开设工程地质课程,具有较强的实践性,其来源于工程实际并最终回归于工程实际。文章总结了近年来课堂教学和野外实践的教学经验,对工程地质课程课堂内外的教学方法进行了探讨。%Engineering geology is a praetieal course of meehanieal power and water eonservaney specialties. It comes from engineering practice and eventually returns to the engineering praetiee. We concluded our classroom teaching and field practice teaching experience in recent years and discussed teaching methods inside and outside the classroom.

  9. ECONOMIC GEOLOGY (3)PETROLEUM GEOLOGY

    Institute of Scientific and Technical Information of China (English)

    2008-01-01

    <正>20082333 Bai Guoping(Key Laboratory for Hydrocarbon Accumulation of Education Ministry,China University of Petroleum, Beijing 102249,China);Yin Jinyin Petroleum Geological Features and Explo- ration Potential Analyses of North Carnavon Basin,Australia(Petroleum Geology & Ex- periment,ISSN1001—6112,CN32—1151/ TE,29(3),2007,p.253—258,4 illus.,1 table,12 refs.)

  10. MATHEMATICAL GEOLOGY

    Institute of Scientific and Technical Information of China (English)

    2015-01-01

    20152773 Chen Hongfu(Key Laboratory of Earthquake Engineering and Engineering Vibration of CEA,Institute of Engineering Mechanics,CEA,Harbin 150080,China);Sun Baitao GIS-Based Earthquake Database Information Management System(Journal of Seismological Research,ISSN1000-0666,CN53-1062/P,37(4),2014,p.648-653,5illus.,12refs.)

  11. HYDROGEOLOGICAL AND ENGINEERING-GEOLOGICAL CRITERIA FOR THE SELECTION OF NUCLEAR POWER PLANT LOCATION CASE OF THE SAVA RIVERBASIN IN CROATIA

    Directory of Open Access Journals (Sweden)

    Darko Mayer

    1991-12-01

    Full Text Available Possible impacts of geological characteristics on safety of nuclear power plants and impacts of nuclear power plants on groundwaters are discussed. Potential locations in view of these criteria are evaluated (the paper is published in Croatian.

  12. Destination: Geology?

    Science.gov (United States)

    Price, Louise

    2016-04-01

    "While we teach, we learn" (Roman philosopher Seneca) One of the most beneficial ways to remember a theory or concept is to explain it to someone else. The offer of fieldwork and visits to exciting destinations is arguably the easiest way to spark a students' interest in any subject. Geology at A-Level (age 16-18) in the United Kingdom incorporates significant elements of field studies into the curriculum with many students choosing the subject on this basis and it being a key factor in consolidating student knowledge and understanding. Geology maintains a healthy annual enrollment with interest in the subject increasing in recent years. However, it is important for educators not to loose sight of the importance of recruitment and retention of students. Recent flexibility in the subject content of the UK curriculum in secondary schools has provided an opportunity to teach the basic principles of the subject to our younger students and fieldwork provides a valuable opportunity to engage with these students in the promotion of the subject. Promotion of the subject is typically devolved to senior students at Hessle High School and Sixth Form College, drawing on their personal experiences to engage younger students. Prospective students are excited to learn from a guest speaker, so why not use our most senior students to engage and promote the subject rather than their normal subject teacher? A-Level geology students embarking on fieldwork abroad, understand their additional responsibility to promote the subject and share their understanding of the field visit. They will typically produce a series of lessons and activities for younger students using their newly acquired knowledge. Senior students also present to whole year groups in seminars, sharing knowledge of the location's geology and raising awareness of the exciting destinations offered by geology. Geology fieldwork is always planned, organised and led by the member of staff to keep costs low, with recent visits

  13. EXPLORATION ENGINEERING

    Institute of Scientific and Technical Information of China (English)

    2011-01-01

    <正>20112760 Dai Guozhong (College of Civil Engineering,Changzhou Institute of Tech- nology,Changzhou 213002,China);Zhang Yaxing Study on Solid-Free Drilling Fluid of PVM Polymer and Its Application (Geology

  14. Synthetic geology - Exploring the "what if?" in geology

    Science.gov (United States)

    Klump, J. F.; Robertson, J.

    2015-12-01

    The spatial and temporal extent of geological phenomena makes experiments in geology difficult to conduct, if not entirely impossible and collection of data is laborious and expensive - so expensive that most of the time we cannot test a hypothesis. The aim, in many cases, is to gather enough data to build a predictive geological model. Even in a mine, where data are abundant, a model remains incomplete because the information at the level of a blasting block is two orders of magnitude larger than the sample from a drill core, and we have to take measurement errors into account. So, what confidence can we have in a model based on sparse data, uncertainties and measurement error? Synthetic geology does not attempt to model the real world in terms of geological processes with all their uncertainties, rather it offers an artificial geological data source with fully known properties. On the basis of this artificial geology, we can simulate geological sampling by established or future technologies to study the resulting dataset. Conducting these experiments in silico removes the constraints of testing in the field or in production, and provides us with a known ground-truth against which the steps in a data analysis and integration workflow can be validated.Real-time simulation of data sources can be used to investigate crucial questions such as the potential information gain from future sensing capabilities, or from new sampling strategies, or the combination of both, and it enables us to test many "what if?" questions, both in geology and in data engineering. What would we be able to see if we could obtain data at higher resolution? How would real-time data analysis change sampling strategies? Does our data infrastructure handle many new real-time data streams? What feature engineering can be deducted for machine learning approaches? By providing a 'data sandbox' able to scale to realistic geological scenarios we hope to start answering some of these questions.

  15. COAL GEOLOGY

    Institute of Scientific and Technical Information of China (English)

    2009-01-01

    <正>20091749 Cai Hou’an(College of Energy Geology,China University of Geosciences,Beijing 100083,China);Xu Debin SHRIMP U-Pb Isotope Age of Volcanic Rocks Distributed in the Badaohao Area,Liaoning Province and Its Significance(Coal Geology & Exploration,ISSN1001-1986,CN61-1155/P,36(4),2008,p.17-20,2 illus.,1 table,16 refs.)Key words:coal measures,volcanic rocks,U-Pb dating,LiaoningA set of andesite volcanic rocks distributes in the Badaohao area in Heishan County,Liaoning Province.It’s geological age and stratigraphy sequence relationship between the Lower Cretaceous Badaohao Formation and the volcanic rocks can not make sure till now and is influencing the further prospect for coals.Zircon

  16. MATHEMATICAL GEOLOGY

    Institute of Scientific and Technical Information of China (English)

    2015-01-01

    20150599Chen Gang(Nanjing Center,China Geological Survey,Nanjing 210016,China);Yao Zhongyou Mineral Database Construction and Analysis of Oceania Region(Geological Bulletin of China,ISSN1671-2552,CN11-4648/P,33(2),2014,p.164-171,13illus.,6refs.)Key words:mineral localities,data bases Based on the database of the standards,construction process,data quality control measures and methods and processes,the authors constructed the databases of Fe,Mn,Cu,Al,Au,Ni,U and REE mineral resources for Oceanian region.Through a comprehensive analysis of the multi-source data information of geology and mineral resources,

  17. ECONOMIC GEOLOGY

    Institute of Scientific and Technical Information of China (English)

    2011-01-01

    <正>20110907 Luo Xue(Faculty of Earth Resource,China Unversity of Geosciences,Wuhan 430074,China);Cao Xinzhi Review on the Change and Development of the Research Thoughts about Mineral Deposit Geology(Contributions to Geology and Mineral Resources Research,ISSN1001-1412,CN12-1131/P,25(2),2010,p.147-152,40 refs.)Key words:study of mineral deposit The development and breakthrough of mineral deposit geology depends to a great extent on the progress and change of its research thoughts.From the traditional study of single mineral,single deposit and single metallogenic model to the comprehensive discussion and whole understanding of metallogenic

  18. 塞拉利昂Pepel地区淤泥质软土工程地质特性%Engineering Geologic Characteristics of Muddy Soil in Pepel Area of Sierra Leone

    Institute of Scientific and Technical Information of China (English)

    张纪欣; 刘辉; 徐小明

    2015-01-01

    The geologic survey data on Sierra Leone Pepel port projects are used to count and analyze the physical and mechanical indices of muddy soil, and study the engineering geologic characteristics of muddy soil in Pepel area. The research results served as a reference for local port planning and marine structure design.%根据塞拉利昂Pepel地区沿岸港口工程的地质勘察资料,通过对该区域淤泥质软土的物理、力学性质指标进行统计与分析,探讨Pepel地区淤泥质软土的工程地质特性,为该地区港口工程规划和水工建(构)筑物的设计提供必要参考。

  19. STRUCTURAL GEOLOGY

    Institute of Scientific and Technical Information of China (English)

    2010-01-01

    <正>20102152 Bai Daoyuan(Hunan Institute of Geology Survey,Changsha 410011,China);Zhou Kejun Study on Quaternary Tectonic-Sedimentary Evolution of Lujiao Area,East Edge of Yuanjiang Sag,Dongting Basin(Journal of Geomechanics,ISSN1006-6616,CN11-3672/P,15(4),2009,p.409-420,7 illus.,1 table,23 refs.)Key words:basins,Dongtinghu BasinQuaternary Yuanjiang sag is an eastern one of the secondary tectonic units of the Dongting Basin.Detailed geologic mapping and bore data were taken to reveal the Quaternary tectonic,sedimentary and

  20. GEOTHERMICS GEOLOGY

    Institute of Scientific and Technical Information of China (English)

    2015-01-01

    20150342Guan Yu(Geo-Environment Monitoring Station of Anhui Province,Hefei230001,China);Chen Xun On Shallow Geothermal Energy Investigation in Urban Planning Zone of Bengbu in Anhui Province(Journal of Geology,ISSN1674-3636,CN32-1796/P,38(1),2014,p.88-93,2illus.,4tables,6refs.)Key words:geothermal energy,Anhui Province The authors conducted studies on shallow geothermal energy in urban planning zone in Bengbu of Anhui Province,depicted the geological settings of shallow geothermal energy,analyzed the natural features,heat exchange

  1. GEOTHERMICS GEOLOGY

    Institute of Scientific and Technical Information of China (English)

    2014-01-01

    <正>20140332 Jiang Lin(School of Earth and Space Sciences,Peking University,Beijing100871,China);Ji Jianqing Geologic Analysis on the Prospects of the Enhanced Geothermal System(EGS)in the Bohaiwan Basin(Geology and Prospecting,ISSN0495-5331,CN11-2043/P,49(1),2013,p.167-178,5illus.,4tables,41refs.)Key words:geothermal systems,Bohaiwan Basin Great amounts of thermal energy is stored ubiquitously in rocks with high tempera-

  2. GENERAL GEOLOGY

    Institute of Scientific and Technical Information of China (English)

    2010-01-01

    <正>20102127 S.L.Shvartsev(Tomsk Department,Trofimuk Institute of Petroleum Geology and Geophysics of Siberian Branch of the RAS)Self-Organizing Abiogenic Dissipative Structures in the Geologic History of the Earth(Earth Science Frontiers,ISSN1005-2321,CN11-3370/P,16(6),2009,p.257-275,3 illus.,4 tables,53 refs.)Key words:abiogenic,water-rock interaction,dissipative structureIt is shown that since the appearance of water on the Earth,a stationary disequilibrium-equilibrium

  3. ENVIRONMENTAL GEOLOGY

    Institute of Scientific and Technical Information of China (English)

    2011-01-01

    <正>20110635 Bai Jinbin(Tianjin Institute of Geological Survey,Yingshui Road 20,Nankai 300191,China),Niu Xiujun Cenozoic Consolidation Characteristics and Land Subsidence in Tianjin(The Chinese Journal of Geological Hazard and Control,ISSN1003-8035,CN11-2825/P,21(1),2010,p.42-46,4 illus.,4 tables,7 refs.)Key words:consolidation,land subsidence,TianjinAccording to the survey data of oil wells in Dagang oilfield and a lot of laboratory data,the paper discussed the relationship between the consolidation characteristics

  4. 新疆水利厅试验场灌区干管管线工程地质评价%Evaluation of Engineering Geology of Main Pipeline in Test Field Irrigation Area of Xinjiang Water Conservancy Bureau

    Institute of Scientific and Technical Information of China (English)

    袁志伟

    2014-01-01

    新疆水利厅试验场灌区干管管线地处新疆天山北坡倾斜剥蚀冲积平原区及北部沙漠区南缘,水文地质及工程地质情况复杂,冻胀、侵蚀等问题也给工程施工带来较大困难。通过对灌区干管管线工程地质的评价,为类似工程的管线布置和设计施工提供参考和借鉴。%The test field of Xinjiang water conservancy bureau of main pipeline is in the tilt erosion alluvial plain area and north desert area of north slopes of Tianshan Mountains.Its hydrogeology and engineering geology is complex, frost heaving and erosion are also greater difficulties for engineering construction.By evaluating engineering geology of main pipeline of irrigation area, can private tech-nical reference for pipeline arrangement and design construction for similar projects.

  5. Origin of coral reef stratum and engineering geological division of coral reef site in Sanya%三亚海岸珊瑚礁地层成因演化与工程地质分区

    Institute of Scientific and Technical Information of China (English)

    刘景儒; 王其涵; 王建平; 王新志

    2014-01-01

    Coral reef is a special engineering construction site, which is influenced by geological origin, biological effects, marine hydrodynamic and geological environment, etc. The research on engineering geological division is not only important in understanding and evaluating the engineering properties of coral reef deposits, but also has important guidance on coral reef engineering design and construction. Based on field geological survey, in-situ tests, drilling and a large number of laboratory experiments, analyses are conducted for geological origin of coral reef stratum, landform, stratigraphic configuration, mineral and chemical composition, and physico-mechanical properties of coral reef sediments. It is concluded that coral reef in the coast of Sanya can be divided into lagoon depositional area, sandbar area and underwater live corals accumulation area. Finally, evaluation is carried out for the engineering characteristics of each division, and suitability of construction is analyzed. The results have important guidance for geological survey of coral reef and engineering planning & design.%珊瑚礁是一类特殊的工程建设场地,受地质成因、生物作用、海洋水动力环境和地质环境演化等多方面影响。开展珊瑚礁场地工程地质分区研究,不仅对认识珊瑚礁岩土层的成因和变化规律、分析评价珊瑚礁场地的工程地质条件等具有重要的理论意义,而且对未来南海岛礁工程建设具有重要指导作用。在现场地质调查的基础上,采用现场原位测试、室内试验和钻探岩芯分析等综合技术手段,分析了三亚珊瑚礁地层的演化历史,对地层结构特征、矿物成分、化学成分和土层物理力学性质进行了深入分析,将三亚海岸珊瑚礁场地划分为泻湖沉积区、砂坝堆积区和水下珊瑚生长堆积区;对各工程地质分区的工程特性和建设适宜性进行了分析评价。研究成果可以对珊瑚礁场

  6. GEOTHERMICS GEOLOGY

    Institute of Scientific and Technical Information of China (English)

    2009-01-01

    <正>20091163 Jiang Huichao(Tongji University College of Ocean and Earth Science,Shanghai 200092,China);Xiao Yongjun Analysis of Cenozoic Subsurface Temperatures of the Jiyang Depression,Shandong Province(Geology in China,ISSN1000-3657,CN11- 1167/P,35(2),2008,p.273-278,3 illus.,2 tables,15 refs.)

  7. GENERAL GEOLOGY

    Institute of Scientific and Technical Information of China (English)

    2009-01-01

    <正>20090720 Wang Haiqiao(Institute of Earth Resources and Information,China University of Petroleum(East China),Dongying 257061,China);Zhong Jianhua Theory of Geological Holography(Earth Science Frontiers, ISSN1005-2321,CN11-3370/P,15 (3),2008,p.370-379,8 illus.,24 refs.)

  8. GENERAL GEOLOGY

    Institute of Scientific and Technical Information of China (English)

    2013-01-01

    <正>20131375 Dai Deqiu(Institute of GeologyHunan University of Science and TechnologyXiangtan 411201,China);Wang Shijie Comparison of Petrography and Mineral Chemistry Characters between Plagioclase Olivine Inclusions and Typical Ca,Al-Rich Inclusions(Acta Mineralogica Sinica,ISSN1000-4734CN52-1045/P,32(3),2012,p.341-348,3

  9. SEISMIC GEOLOGY

    Institute of Scientific and Technical Information of China (English)

    2016-01-01

    20160094Cao Lei(Institute of Geology and Geophysics,Chinese Academy of Sciences,Beijing100029,China);Hao Jinlai Rupture Process Of March 10,2014,M W6.9 Earthquake in the Northwestern Coast of California(Chinese Journal of Geophysics,ISSN0001-

  10. STRUCTURAL GEOLOGY

    Institute of Scientific and Technical Information of China (English)

    2013-01-01

    <正>20130642 Bai Daoyuan (Hunan Institute of Geology Survey , Mineral Exploration and Development of Hunan Province , Changsha 410011 , China); Jia Baohua Potential Genesis of the Trending Changes of Jinning Period and Caledonian Structural Lineamens in Middle-Southern Hunan Province (Journal of Geomechanics , ISSN1006-6616 ,

  11. GENERAL GEOLOGY

    Institute of Scientific and Technical Information of China (English)

    2010-01-01

    <正>20101425 Dai Deqiu (Institute of Geology, Hunan University of Science and Technology, Xiangtan 411201, China); Lin Yangting Petrography, Mineral Chemistry of 6 New Unequilibrated Ordinary Chondrites Collected from the Grove Mountains, Antarctica(Acta Mineralogica Sinica, ISSN1000-4734, CN52-1045/P, 29(3), 2009, p.405-412, 3 illus., 3 tables, 20 refs.)

  12. SEISMIC GEOLOGY

    Institute of Scientific and Technical Information of China (English)

    2010-01-01

    <正>20101490 Chen Yuwei (Earthquake Administration of Anhui Province, Hefei 230031, China); Huang Xianliang Analysis of Impact of Source Region Structure on Seismology Parameter Scan Results (Seismology and Geology, ISSN0253-4967, CN11-2192/P, 31(3), 2009, p.433-440, 2 illus., 4 tables, 12 refs.)

  13. MATHEMATICAL GEOLOGY

    Institute of Scientific and Technical Information of China (English)

    2013-01-01

    <正>20131958 An Lili(China University of Geosciences,Beijing 100083,China);Chen JianpingIntegration and Exploitation of 3DDigital Mine Information System(Journal of Geology,ISSN1674-3636,CN32-1796/P,36(3),2012,p.280-284,2illus.,14refs.)Key words:geographic information system,Sichuan Province

  14. MATHEMATICAL GEOLOGY

    Institute of Scientific and Technical Information of China (English)

    2004-01-01

    <正>20042360 Feng Zhihan (Geological Survey of Gansu Province, Lanzhou, Gansu) Adjustment of Gravitational Base Point Net Using MATLAB (Computing Techniques for Geophysical and Geochemical Exploration, ISSN 1001-1749, CN51-1242/P, 25(4), 2003, p. 336-339, 1 illus. , 3 refs. )

  15. ECONOMIC GEOLOGY

    Institute of Scientific and Technical Information of China (English)

    2007-01-01

    <正>20071835 Chen Xifeng(China University of Geosciences,Beijing 100083,China);Peng Runmin Analysis on the Necessity and Significance of Concealed Deposits Exploration(Gansu Geology,ISSN1004-4116,CN62-1191/P,15(2),2006,p.1-4,1 table,7 refs.)Key words:blind deposits,China

  16. ECONOMIC GEOLOGY

    Institute of Scientific and Technical Information of China (English)

    2007-01-01

    <正>20070285 Fu Xiaofang (Institute of Geology and Mineral Resources, SBGMR, Chengdu, Sichuan 610081); Hou Liwei Potential of Mineral Resources of Rare and Dispersed Elements in Sichuan Province and Countermeasures of Exploitation (Acta Geologica Sichuan, ISSN1006-0995, CN51-1273/P, 26(1), 2006, p.10-18, 6 illus., 15 refs.) Key words: mineral resources, Sichuan Province

  17. ECONOMIC GEOLOGY

    Institute of Scientific and Technical Information of China (English)

    2008-01-01

    <正>20080948 Deng Jinfu(State Key Laboratory of Geological Processes and Mineral Resources,China University of Geosciences,Beijing 100083,China);Su Shangguo Yanshanian(Jura-Cretaceous)Orogenic Processes and Metallogenesis of the Taihangshan-Yanshan-West Liaoning Orogenic Belt,North China(Geoscience,ISSN1000-8527,CN11-2035/P,21(2)

  18. ECONOMIC GEOLOGY

    Institute of Scientific and Technical Information of China (English)

    2008-01-01

    <正>20080252 Zhai Yusheng(State Key Laboratory of Geological Processes and Mineral Resources,China University of Geosciences,Beijing 100083,China) Earth System,Me-tallogenic System to Exploration System(Earth Science Frontiers,ISSN1005-2321,CN11-3370/P,14(1),2007,p.172-181,6 illus.,18 refs.,with English abstract)

  19. ECONOMIC GEOLOGY

    Institute of Scientific and Technical Information of China (English)

    2013-01-01

    <正>20130838 Li Wenyuan (Xi ’ an Center , China Geological Survey , Xi ’ an 710054 , China); Niu Yaoling Geodynamic Setting and FurtherExploration of Magmatism-Related Mineralization Concentrated in the Late Paleozoic in the Northern Xinjiang Autonomous Region (Earth Science Frontiers , ISSN1005-2321 , CN11-3370/P , 19 (4)

  20. ECONOMIC GEOLOGY

    Institute of Scientific and Technical Information of China (English)

    2013-01-01

    <正>20131562 Chen Jianping(School of Earth Sciences and Resources,China University of Geosciences,Beijing 100083,China);Shi Rui 3D Metallogenic Prediction for Western Section of Q8 Gold Deposit in Tongguan County of Shaanxi Province Based on Digital Mineral Deposit Model(Journal of Geology,ISSN1674,

  1. Establishment and Application of Engineering Geological GIS of Shen Yang City%沈阳市工程地质地理信息系统建设与应用

    Institute of Scientific and Technical Information of China (English)

    孙峰; 徐星明; 刘升传; 贾超; 吴威

    2016-01-01

    沈阳市工程地质地理信息系统是岩土工程勘察专业与GIS技术、数据库技术、网络技术相结合的产物,反映了工程勘察专业的最新发展方向。基于沈阳市工程地质条件和未来的管理需求的基础上,通过对沈阳市的基础地理空间数据、工程勘察成果数据,建立数据库,按现行规范、标准,将沈阳市历史积累的工程勘察信息数据,经标准化、整理归一化以及数字化处理,做出了具有数据采集、数据维护、数据分析评价、查询检索等功能的工程地质应用系统。%The Engineering geological of Shen Yang city based on geotechnical investigation and GIS technique,data base technique,network technique. It reflects the new development direction of engineering survey. With engineering geo-logical conditions of Shen Yang city and future emanagement's needs,the investigated information data of city is standard-ized arranged and normalized. The developed and established geological application system has some functions such as Data Acquisition,Data Maintenance,Data Analysis and Evaluation,Search and Retrieval and Sharing.

  2. Geologic map of Indonesia - Peta geologi Indonesia

    Science.gov (United States)

    Sigit, Soetarjo

    1965-01-01

    The geology, compiled by Th. H. F. Klompe in 1954 from published and unpublished maps of the Direktorat Geologi, has been brought up to date on the basis of investigations carried out to 1962 (Ref. Sigit, Soetarjo, "I. A brief outline of the geology of the Indonesian Archipelago, and II. Geological map of Indonesia;" Direktorat Geologi publication, 1962.)

  3. ECONOMIC GEOLOGY (3)PETROLEUM GEOLOGY

    Institute of Scientific and Technical Information of China (English)

    2007-01-01

    <正>20071077 An Zuoxiang(Petroleum Industry Press,Beijing 100011,China);Ma Ji On Bo- real-Style Petroliferous Domain(Xinjiang Petroleum Geology,ISSN1001-3873,CN65 -1107/TE,26(4),2005,p.432-436,4 illus.,9 refs.,with English abstract) Key words:oil and gas fields

  4. GENERAL GEOLOGY

    Institute of Scientific and Technical Information of China (English)

    2011-01-01

    <正>20110727 Dai Deqiu (Institute of Geology, Hunan University of Science and Technology, Xiangtan 411201, China); Wang Daode The Evolvement Models and Progress of Research on Formation of Ca-,Al-Rich inclusions in Chondrites (Geological Review, ISSN0371-5736, CN11-1952/P, 56(3), 2010, p.374-383, 2 illus., 1 table, 72 refs.)Key words: chondrites Ca-, Al-rich inclusions (CAIs) are the earliest assemblages formed in the solar nebula. The formation models of CAIs include gas-soild condensation, crystallization from melting or partial melting and high-temperature evaporating residues. The latest study shows similar distribution patterns of the petrographic types and sizes of CAIs in various chondrites. The petrographic characters argue that CAIs in various chemical groups of chondrites formed under similar processes and conditions probably in a same region in the solar nebula.

  5. PETROLEUM GEOLOGY

    Institute of Scientific and Technical Information of China (English)

    2011-01-01

    <正>20111769 Bai Yubin(School of Oil and Gas Resources,Xi’an University of Petroleum,Xi’an 710065,China);Zhang Hai Physical Properties and Main Controlling Factors for the Low-Permeability Reservoirs from a Oil Field in the Ordos Basin(Sedimentary Geology and Tethyan Geology,ISSN1009-3850,CN51-1593/P,30(3),2010,p.104-108,4 illus.,2 tables,5 refs.)Key words:low permeability reservoirs,reservoir properties,Ordos BasinThe Chang-2 reservoirs in A oil field in the Ordos Basin dominantly consist of fine-grainded feldspar sandstones which have low porosity and low-permeability,

  6. STRUCTURAL GEOLOGY

    Institute of Scientific and Technical Information of China (English)

    2011-01-01

    <正>20110016 Cheng Shoude(Xinjiang Institute of Geology and Mineral Recources,Urumqi 830000,China);Liu Tong The Brief Description of the Division of Tectonic Units in the Five-Countries in Central Asia(Xinjiang Geology,ISSN1000-8845,CN65-1092/P,28(1),2010,p.16-21,1 illus.,21 refs.)Key words:tectonics,tectonic units,Central Asia The Five-Countries in Central-Asia border on Xinjiang in the West China,research have been performed in this area,the gists of the division of tectonic units are different from each other and the results are different in a thousand and one ways.According as the investigations of sedimentary formation,conformation,

  7. GEOTHERMICS GEOLOGY

    Institute of Scientific and Technical Information of China (English)

    2008-01-01

    <正>20080401 Ding Kuan(Coal Mine Managing Branch Company of Datong Mining Industry Group Company,Datong 037003,China) Surveying the Thickness of the Coal Bed by the Method of Reflecting Wave from Synchronistical Shifting of Stimulating and Receiving(Gansu Geology,ISSN1004-4116,CN62-1191/P,16(1-2),2007,p.93-96,70,3 illus.,4 tables,5 refs.)

  8. GEOTHERMICS GEOLOGY

    Institute of Scientific and Technical Information of China (English)

    2015-01-01

    20151782 Ding Zhaoqin(Institute of Geophysical Exploration of Jilin Province,Changchun130012,China);Xu Zhihe The Possibility of Structure and Occurrence Geothermal Resources in Dunhua-Mishan Fault Zone(Huinan Section)(Jilin Geology,ISSN1001-2427,CN22-1099/P,33(2),2014,p.98-102,5illus.,1table,4refs.)Key words:geothermal resources,fracture

  9. STRUCTURAL GEOLOGY

    Institute of Scientific and Technical Information of China (English)

    2008-01-01

    <正>20080022 Bai Daoyuan(Hunan Institute of Geology Survey,Xiangtan 411100,China);Xong Yanwang Forming Ages and Uplift Size of the Middle Kunlun Mountain--Based on Study of Plantation Surface and Apatite Fission-Track Ages(Resources Survey & Environment,ISSN1671-4814,CN32-1640/N,28(1),2007,p.5-11,4 illus.,23 refs.)

  10. GEOTHERMICS GEOLOGY

    Institute of Scientific and Technical Information of China (English)

    2014-01-01

    <正>20141588 Guo Shiyan(Green Energy Geothermai Development Co.,SINOPEC,Xianyang 712000,China);Li Xiaojun Reservoir Stratum Characteristics and Geothermal Resources Potential of Rongcheng Uplift Geothermal Field in Baoding,Hebei Province(Chinese Journal of Geology,ISSN0563-5020,CN11-1937/P,48(3),2013,p.922-931,2 illus.,4 tables,10 refs.)Key words:geothermal fields,Hebei Province

  11. STRUCTURAL GEOLOGY

    Institute of Scientific and Technical Information of China (English)

    2008-01-01

    <正>20082072 Chen Bailin(Institute of Geome- chanics,Chinese Academy of Geological Sci- ences,Beijing 100081,China);Wu Ganguo Baldunzl-Xiaoxigong Ductile Shear Zone and Its Ore-Controlling Effect in the Southern Beishan Area,Gansu Province (Journal of Geomeehanics,ISSN 1006—6616,CN11—3672/P,13(2),2007,p.99—109,3 illus.,4 tables,26 refs.)

  12. ECONOMIC GEOLOGY

    Institute of Scientific and Technical Information of China (English)

    2008-01-01

    <正>20082275 He Longqing(Yichang Institute of Geology and Mineral Resources,Yichang 443003,China);Ji Wei Ore-Controlling Effect of Nappe Structure in the East Ore Zone of the Baiyangping Area,Lanping Basin,Yunnan Province(Journal of Geome- ehanics,ISSN1006—6616,CN11—3672/P, 13(2),2007,p.110—118,6 illus.,2 tables,28 refs.) Key words:nappes,structural controls, Yunnan Province

  13. ENVIRONMENTAL GEOLOGY

    Institute of Scientific and Technical Information of China (English)

    2014-01-01

    <正>20140527Chen Hailong(State Key Laboratory of Geo-Hazard Prevention and Geo-Environment Protection,Chengdu University of Technology,Chengdu 610059,China);Chen Dingcai Features of the Typical Mine Debris Flows in Guizhou Province(Journal of Geological Hazards and Environment Preservation,ISSN1006-4362,CN51-1467/P,24(1),2013,p.9-13,2illus.,1table,6refs.)Key words:debris flows,mine,Guizhou Province

  14. STRUCTURAL GEOLOGY

    Institute of Scientific and Technical Information of China (English)

    2015-01-01

    20151407 Bai Daoyuan(Hunan Institute of Geology Survey,Changsha 410016,China);Zhong Xiang Study on the Deformation in the Southern Xuefeng Orogenic Belt(Geotectonica et Metallogenia,ISSN1001-1552,CN44-1595/P,38(3),2014,p.512-529,14illus.,71refs.,with English abstract)Key words:orogenic belts,tectonic deformation,Hunan Province

  15. COAL GEOLOGY

    Institute of Scientific and Technical Information of China (English)

    2014-01-01

    <正>20141574 Chen Hao(Exploration and Development Research Institute,Daqing Oilfield Company,Daqing 163712,China)High-Resolution Sequences and Coal Accumulating Laws in Nantun Formation of Huhe Lake Sag(Petroleum Geology&Oilfield Development in Daqing,ISSN1000-3754,CN23-1286/TQ,32(4),2013,p.15-19,5 illus.,15 refs.)Key words:coal accumulation regularity,coal

  16. EXTRATERRESTRIAL GEOLOGY

    Institute of Scientific and Technical Information of China (English)

    2007-01-01

    <正>20070001 Liang Ying (State Key Laboratory for Mineral Deposits Research, Department of Earth Sciences, Nanjing University, Nanjing 210093, China); Wang Henian Petrology-Mineralogy and Classification of Eleven Ordinary Chondrites from the Grove Mountains in Antarctica (Geological Journal of China Universities, ISSN1006-7493, CN32-1440/P,12(1), 2006, p.53-61, 6 illus., 4 tables, 21 refs.) Key words: meteorites, Antarctica

  17. MATHEMATICAL GEOLOGY

    Institute of Scientific and Technical Information of China (English)

    2007-01-01

    <正>20072979 Hang Bangming(Jiangning Branch,Nanjing Bureau of Land and Resources,Nanjing 211100,China);Hua Jianwei Application of 3-D GIS Technology in Environmental Supervision of Open Pit Mines(Jiangsu Geology,ISSN1003-6474,CN32-1258/P,30(4),2006,p.275-279,7 illus.,6 refs.)Key words:geographic information systems,mine environmentBased on a

  18. MATHEMATICAL GEOLOGY

    Institute of Scientific and Technical Information of China (English)

    2014-01-01

    <正>20140556Tang Hongxu(State Key Laboratory of Geo-Hazard Prevention and Geo-Environment Protection,Chengdu University of Technology,Chengdu 610059,China);Zhu Jing Three-Dimensional Terrain Model Based on GAMBIT(Journal of Geological Hazards and Environment Preservation,ISSN1006-4362,CN51-1467/P,24(1),2013,p.61-65,2illus.,7refs.)Key words:debris flows,three-dimensional models,ARCGIS,GAMBIT,C language

  19. MATHEMATICAL GEOLOGY

    Institute of Scientific and Technical Information of China (English)

    2015-01-01

    20151343Chen Jianping(China University of Geosciences,Beijing100083,China);Yu Miao Method and Practice of 3DGeological Modeling at Key Metallogenic Belt with Large and Medium Scale(Acta Geologica Sinica,ISSN0001-5717,CN11-1951/P,88(6),2014,p.1187-1195,9illus.,22refs.)Key words:geological modeling,metallogenic

  20. MATHEMATICAL GEOLOGY

    Institute of Scientific and Technical Information of China (English)

    2014-01-01

    <正>20141850 Chen Dongyue(School of Earth Sciences and Resources,China University of Geosciences,Beijing 100083,China);Chen Jianping On 3D Ore Prospecting Modeling of Comprehensive Information for Huangshaping Polymetallic Deposit(Journal of Geology,ISSN1674-3636,CN32-1796/P,37(3),2013,p.489-495,12 illus.,12 refs.) Key words:polymetallic ores,data bases,Hunan Province

  1. ECONOMIC GEOLOGY

    Institute of Scientific and Technical Information of China (English)

    2011-01-01

    <正>20111702 He Ying(Depart ment of Geology,Northwest University,Xi’an710069,China);Yue KefenInhomogeneity of Relationship Between Lithospheric Thinning and Mineralization(Journal of Earth Sciences and Environment,ISSN1672-6561,CN61-1423/P,32(3),2010,p.221-224,233,63refs.)Key words:metallogenesis,lithosphere,crustal thinning

  2. 对公路工程中常见地质灾害的分析及防治%Analysis and Prevention of the Common Geological Disaster at Highway Engineering

    Institute of Scientific and Technical Information of China (English)

    魏强; 刘飞

    2011-01-01

    公路是遇到地质灾害危害最严重的工程建筑之一.一条公路的修建常常需要跨越不同的地貌单元,会遇到各种各样复杂的地质问题,如崩塌、滑坡、泥石流、岩溶等特殊的地质灾害.随着我国经济快速发展,为满足经济建设的要求,就要及时预防.%Highway is one of the engineering constructions always experienced the most serious hazards of geological disasters.A highway's construction tends to across different landscape units and meet a variety of complex geological problems such as collapse, landslide, debris flow, karst and other special geological disasters.With China's rapid economy development, in order to meet the requirement of economy construction, it is necessary to prevent timely.

  3. MATHEMATICAL GEOLOGY

    Institute of Scientific and Technical Information of China (English)

    2010-01-01

    <正>20102798 Gao Shengxiang(School of Resource and Earth Science,China University of Mining and Technology,Xuzhou 221008,China);Ye Rongzhang Establishment of Complex Geological Body FLAC3D Model by Using MATLAB Interface Program(Coal Geology & Exploration,ISSN1001-1986,CN61-1155/P,37(5),2009,p.51-53,5 illus.,4 refs.,with English abstract)Key words:FLAC3D,computer programs20102799 Li Xiuzhen(Key Laboratory of Mountain Hazards and Surface Processes,Chinese Academy of Sciences,Chengdu 610041,China);Wang Chenghua Potential Landslide Identification Model Based on Fisher Discrimination Analysis Method and Its Application(The Chinese Journal of Geological Hazard and Control,ISSN1003-8035,CN11-2825/P,20(4),2009,p.23-26,40,2 tables,11 refs.)Key words:mathematical models,landslidesAiming at ancient(old)landslides,four kinds of discrimination indexes which included nine secondary indexes for potential landslides,such as landform character,slip surface character,landslide body structure and recent activities characters,were presented.Then according to Fisher Discrimination theory,Fisher Discrimination model for the potential landslides was built.The re

  4. Experimental methodology to study radionuclide sorption and migration in geological formations and engineered barriers of waste repositories; Metodologia experimental para estudios de sorcion y migracion de radionucleidos en formaciones geologicas y barreras de almacenamientos de residuos

    Energy Technology Data Exchange (ETDEWEB)

    Rojo Sanz, H.

    2010-07-01

    In Spain, the waste management options include either the possibility of a final storage in a deep geological repository (DGR) or the centralized temporal surface disposal (CTS). DGRs are based in a multi-barrier concept with the geological barrier and including the vitrified waste, the metal containers and engineered barriers such as compacted bentonite and cement-based materials. On the other hand, CTS mainly considers concrete and cement to confine the metal canisters containing the waste. Radionuclide migration will mainly take place by the existence of chemical concentration gradients being thus diffusion the main transport mechanism or by the existence of hydraulic gradients due to the existence of water-conductive fractures. Radionuclide sorption/retention on the materials composing the natural and engineered barriers is the fundamental process controlling contaminant migration. The evaluation of sorption parameters and the understanding of the different mechanisms leading to radionuclide retention are very important issues. The study of diffusion processes is very relevant as well. This paper describes the main experimental methodologies applied to analyse radionuclide transport in the different barriers of radioactive repositories. Particularly we focused on obtaining of retention parameters as distribution coefficients, kd, or retardation factors, Rf, and diffusion coefficients of radionuclides. (Author) 6 refs.

  5. PRELIMINARY RESEARCH OF THE ENGINEERING GEOLOGICAL CHARACTER TO THE AEOLIAN LOESS IN NORTH YILI COUNTRY%伊宁县北山坡风成黄土工程地质特性的初步研究

    Institute of Scientific and Technical Information of China (English)

    叶义生; 陈萍莉

    2011-01-01

    The Aeolian loess that developed during in 0.9~0.6 Ma geologic history and distnbute in piedmont of Yili Valley, with low moisture、 large ratio、 high collapsibility grade characteristic. These characteristic could influence cngineering construction in the region. In this paper,have been analyzed the distribution、 the engineering geological character, at first; the guide suggestion about selected site\\foundation treatment to the industrial and agricultural production and engineering construction are given. It is very practically significance to this research.%通过对伊宁县北山坡风成黄土的分布、颗粒组成、含水量变化特征、渗透性、湿陷性等因素,综合分析了工程地质特性,为工农业生产与工程建设场地选择和地基处理方面提供了指导性意见.

  6. EXPLORATION ENGINEERING

    Institute of Scientific and Technical Information of China (English)

    2014-01-01

    <正>20142564Chen Mingxing(Beijing Research Institute of Survey and Design,China Hydropower Engineering Consulting Group Co.,Beijing 100024,China);Chen Baoguo Application of Drilling Deviation Correcting and Deflecting Techniques in Geological Exploration at Songta Hydropower Station(Exploration Engineering,ISSN1672-7428,CN11-5063/TD,

  7. GENERAL GEOLOGY

    Institute of Scientific and Technical Information of China (English)

    2011-01-01

    <正>20110001 Chi Han (State Key Laboratory of Geological Processes and Mineral Resources, China University of Geosciences, Beijing 100083, China); Li Chusi Shock-Metamorphosed Zircons in the Fragments of the Sudbury Breccias, Ontario, Canada (Earth Science Frontiers, ISSN1005-2321, CN11-3370/P, 17(1), 2010, p.86-92, 5 illus., 42 refs.)Key words: meteorite impacts, suevite, Canada It is widely accepted that the Sudbury structure formed by large bolide impact. To find more supporting evidences, the authors used elec

  8. PETROLEUM GEOLOGY

    Institute of Scientific and Technical Information of China (English)

    2011-01-01

    <正>20110263 Chen Anqing(State Key Laboratory of Oil and Gas Reservoir Geology and Exploitation,Chengdu University of Technology,Chengdu 610059,China);Chen Hongde Difference of the Upper Paleozoic Lithostratigraphic Gas Reservoirs in Ordos Basin,China(Journal of Chengdu University of Technology,ISSN1671-9727,CN51-1634/N,37(2),2010,p.120-126,4 illus.,1 table,24 refs.)Key words:lithologic reservoir,stratigraphic reservoir,Ordos BasinThe Upper Paleozoic of Ordos Basin is characterized by "gas-generating in the whole basin,gas-bearing widely and gas controlled by lithology".The comparati

  9. PETROLEUM GEOLOGY

    Institute of Scientific and Technical Information of China (English)

    2010-01-01

    <正>20102418 Chen Hongde(Institute of Sedimentary Geology,Chengdu University of Technology,Chengdu 610059,China);Huang Fuxi Distribution Rule and Main Controlling Factors of the Marine Facies Hydrocarbon Substances in the Middle and Upper Parts of Yangtze Region,China(Journal of Chengdu University of Technology,ISSN1671-9727,CN51-1634/N,36(6),2009,p.569-577,7 illus.,15 refs.)Key words:marine oil generation,oil and gas accumulation,Yangtze RegionUnder the guidance of the tectonic-sequence stratigraphy,sedimentology and lithofacies palaeogeography and dynamic evolutionary view,the au

  10. MATHEMATICAL GEOLOGY

    Institute of Scientific and Technical Information of China (English)

    2011-01-01

    <正>20112074 Guo Si(Institute of Sedimentary Geology,Chengdu University of Technology,Chengdu 610059,China);Guo Ke Solid Mineral Reserves Estimation System Development and Practice Based on Arcgis(Computing Techniques for Geophysical and Geochemical Exploration,ISSN1001-1749,CN51-1242/P,32(5),2010,p.560-564,458,10 illus.,4 tables,18 refs.)Key words:computer programs,prospective reservesGeostatistics is now the foundation of mineral reserves estimation,and it has become the industry standard for estimating reserves.The software development of solid mineral reserves estimates

  11. Application of Sampling Methods to Geological Survey

    Institute of Scientific and Technical Information of China (English)

    2000-01-01

    @@There are two kinds of research methods in geological observation study. One is the remote-sensing observation. The other is the partial sampling method extensively used in every stage of the geological work, for example, in arranging the lines and points of geologic survey, and in arranging the exploration engineering. Three problems may occur in practical application of the sampling method: (1) Though we use the partial sampling method in geological work, we must make use of many labor powers, materials and money to accomplish the geological task. Is the method we use appropriate to some special geological task? (2) How many samples or observation points should be appropriate to the geological research?

  12. 砂页岩中泥化夹层的工程地质特性分析%Analysis of the Engineering Geological Characteristics of the Argillation Intermediate Layer in Sandstone and Shale

    Institute of Scientific and Technical Information of China (English)

    李桂平

    2012-01-01

    针对我国华北地区分布广泛的砂页岩中存在不特定发育的泥化夹层,当作为建筑物地基时,存在软弱、变形量大、抗剪强度低等问题,文中依据多个大中型工程的地质勘察成果,在大量现场试验和室内试验资料的基础上,深入分析了泥化夹层的特点、成因、膨胀性和抗剪性能;对工程建筑物地基中有可能出现泥化夹层时,提出了在砂页岩地区进行工程地质勘察应该注意的事项和工程处理措施,以期为今后在砂页岩中建设的工程项目提供借鉴.%For the widely existing sandstone and shale areas in North China,one of the main engineering geological problems is the existance of no n-specifially developed argillation intermediate layer in the rock stratum.When it is used as the foundations of buildings,there exist several problems like weakness,large deformation,and low shear strength,which affect the foundation stability.According to the geological survey results of many large and medium-sized projects,and on the basif of a number of field test and indoor test data,this paper gave in-depth analysis of the characteristics,the cause of formation,expansion,and shear resistance properties of the argillation intermediate layer.For the building foundation with argillation intermediate layer,some announcements and engineering measures were put forward to the engineering geological investigation in the sandstone and shale areas.It provides a reference for construction projects in the sandstone and shale area in the future.

  13. STRUCTURAL GEOLOGY

    Institute of Scientific and Technical Information of China (English)

    2011-01-01

    <正>20110743 Bai Bin(State Key Laboratory of Enhanced Oil Recovery,PetroChina Research Institute of Petroleum Exploration & Development,Beijing 100083,China);Zhou Lifa Definition of Some Unconformities in the South Margin of Junggar Basin,NW China(Petroleum Exploration and Development,ISSN1000-0747,CN11-2360/TE,37(3),2010,p.270-280,9 illus.,31 refs.)Key words:unconformities,Junggar Basin The analysis of the south margin of the Junggar Basin and the rock lithologies and attitudes of 18 field geologic sections in its adjacent area reveals that 9 regional unconformities,dominantly angular unconformities exist.The occurrence of these unconformities is justified by geophysical evidences of logging curve and seismic profile and by geochemical evidences of trace elements and rare elements in mudstone samples,sandstone

  14. ENVIRONMENTAL GEOLOGY

    Institute of Scientific and Technical Information of China (English)

    2007-01-01

    <正>20070678 Cao Wenbing (Beijing Key Laboratory of Water Resources and Environmental Engineering, China University of Geosciences, Beijing 100083, China); Wan Li Impacts of Global Warming on the Eco-Environment in the Headwater Region of the Yellow River (Earth Science Frontiers, ISSN1005-2321, CN11-3370, 13(1), 2006, p.40-47, 4 illus., 1 table, 5 refs.) Key words: habitat, global warming, Yellow River

  15. MATHEMATICAL GEOLOGY

    Institute of Scientific and Technical Information of China (English)

    2005-01-01

    <正>20051134 Chen Aibing (Faculty of Land Resource Engineering, Kunming University of Science and Technology) Kunming, Yunnan 650093, China); Qin Dexian MathematicEconomical Model of No. 5 Orebody in Gejiu Tin Mine, Yunnan Province (Acta Mineralogica Sinica, ISSN 1000 - 4734, CN 52 -1045/P, 24(2), 2004, p. 171-175, 5 illus. , 5 tables, 7 refs. ) Key words: tin deposits, mathematical models, Yunnan Province

  16. 枞阳县唐山联圩堤防滑坡段工程地质与加固设计%Engineering Geology and Reinforcement Design of Tangshan Lianwei Dike Landslide Segment in Zongyang County

    Institute of Scientific and Technical Information of China (English)

    胡文强

    2016-01-01

    修建于软基上的堤防堤基大多存在抗滑稳定问题,枞阳县唐山联圩堤防具有较好的代表性,采用钻探、室内试验手段,查明滑坡段堤防堤身、堤基工程地质条件,分析发生滑坡险情原因,并提出加固设计方案。%The foundation of dikes built in soft foundation often have problems in anti-sliding. Tangshan Lianwei Dike in Zongyang County is a representative. By means of drilling and laboratory test, the engineering geological condition of the dike body and foundation in the landslide segment is found out. The causes of landslide are analyzed and reinforcement design scheme is proposed.

  17. Problems of geology and reservoir engineering of the objects suitable or adapted for underground gas storage; Problemy z zakresu geologii i inzynierii zlozowej obiektow przydatnych i adaptowanych na podziemne magazyny gazu

    Energy Technology Data Exchange (ETDEWEB)

    Reinisch, R. [Polskie Gornictwo Naftowe i Gazownictwo, Warsaw (Poland)

    1996-07-01

    The problems of geology of deposits and reservoir engineering essential for selection or adaptation of object for use as underground gas store as well as objects themselves-worked out reservoirs, are discussed. The zones of the objects and separation of the optimum zones of the deposit taking into account the differences between the I and II accumulation zone are described. The sandy porous and fractured carbonate horizons are the potential store horizons. Numerous examples different gas-bearing horizons used as gas stores are given. The attention has been turned to differences and specific features of sand and carbonate horizons as well as the possibility of their adaptation for underground gas storing. (author). 2 refs., 2 figs.

  18. Standard practice for prediction of the long-term behavior of materials, including waste forms, used in engineered barrier systems (EBS) for geological disposal of high-level radioactive waste

    CERN Document Server

    American Society for Testing and Materials. Philadelphia

    2007-01-01

    1.1 This practice describes test methods and data analyses used to develop models for the prediction of the long-term behavior of materials, such as engineered barrier system (EBS) materials and waste forms, used in the geologic disposal of spent nuclear fuel (SNF) and other high-level nuclear waste in a geologic repository. The alteration behavior of waste form and EBS materials is important because it affects the retention of radionuclides by the disposal system. The waste form and EBS materials provide a barrier to release either directly (as in the case of waste forms in which the radionuclides are initially immobilized), or indirectly (as in the case of containment materials that restrict the ingress of groundwater or the egress of radionuclides that are released as the waste forms and EBS materials degrade). 1.1.1 Steps involved in making such predictions include problem definition, testing, modeling, and model confirmation. 1.1.2 The predictions are based on models derived from theoretical considerat...

  19. Research on the Application of GPS Rapid Static Measurement Method in Geological Engineering Survey%GPS快速静态法在地质工程测量中的应用研究

    Institute of Scientific and Technical Information of China (English)

    赵智明

    2012-01-01

    文章介绍了GPS快速静态测量法的概念、运作原理、作业模式及实际作业中的优缺点和改进办法.在某些地区,动态卫星定位无法实施地质测绘与测量,而GPS静态测量方法却效率太低.使用GPS快速静态测量方法,既克服了动态卫星定位在地质工程测量中的局限性,也弥补了GPS静态测量方法速度慢的不足,值得推广.%This paper introduces the concept, principle and mode of operation of GPS rapid static measurement method and its advantages and disadvantages in actual operation as well as improvement methods. In some areas, the dynamic satellite positioning can not implement geological mapping and measurement, GPS measurement methods are inefficient. Using GPS rapid static measurement method not only overcome the limitations of dynamic satellite positioning in geological engineering survey, but also make up for the shortage of slow speed of GPS static measurement method, which is worth promoting.

  20. 新疆中小型水库除险加固中存在的工程地质问题%Engineering-geological Issue about the Small and Medium-sized Reservoirs' Reinforcement in Xinjiang

    Institute of Scientific and Technical Information of China (English)

    曹玉勤

    2011-01-01

    我国的中小水库占有很大的比例,针对新疆中小型水库存在的问题,统计了水库溃坝的诸多原因,得出由于渗透原因造成的溃坝占有很大的比重,而渗透现象的产生与堤坝所处的地质环境有着直接的联系.通过对典型的工程实例的地质情况的分析,提出了防止渗透的相应防治方案.%The article analyses the problems existing in Xinjiang small and medium-sized reservoirs, counts many other reasons about the dams' ruin, and shows that the dams break caused of penetration accounts for a large proportion, and the penetration is directly related to the geological environment of the dam.Through the analysis of some typical engineering geological questions, we present some effective measures to prevent infiltration.

  1. Intelligent inversion method of in-situ stress field for a complicated engineering geological body%复杂工程地质体地应力场智能反演

    Institute of Scientific and Technical Information of China (English)

    杨志强; 高谦; 翟淑花; 杨啸

    2016-01-01

    地应力是地质构造和自重共同作用在地质体内形成的原始应力,是影响工程稳定性和灾变失稳的重要因素.由于受漫长的地质构造作用和地质演化,地应力场随时间和空间变化,由此使准确反演地应力场造成困难.以金川矿区为工程背景,借助地应力测量结果,开展工程地质体的地应力场反演研究.首先,建立矿区工程地质体三维数值模型,并采用正交数值分析和遗传规划算法,建立地应力与岩体参数和侧压系数的函数关系;然后,根据实测的地应力值与计算的地应力值之差平方和最小为优化目标,建立工程地质体的地应力场反演优化模型.采用遗传算法求解,获得矿区岩体参数和侧压系数;最后,将其代入数值模型进行正分析由此获得初始地应力场.通过4个测点地应力测量值与反演值对比分析可知,反演地应力的最大误差为16%,最小误差仅为0.62%.研究结果表明,地应力智能反演方法可用于复杂工程地质体的地应力场反演,且获得的地应力场满足地质工程分析所需要的精度.%The in⁃situ stress is the original stress in the geological body forming from the geological structure and gravity. It is an important factor which influences the stability and instability of the geological engineering. Due to the long geological tectonic setting and geological evolution, the in⁃situ stress field is a function of time and space, thus it is very difficulty for us to make accurate inversion the in⁃situ stress field. Taking Jinchuan mine as the engineering background and with the aid of in⁃situ stress measurement in Jinchuan mine, the in⁃situ stress field was inverted. First the 3D numerical mode of geological engineering body in Jinchuan mine was established, and the relation between in⁃situ stress and rock mass parameters and coefficients of horizontal pressure was obtained by

  2. Old Geology and New Geology

    Science.gov (United States)

    2003-01-01

    [figure removed for brevity, see original site] Released 28 May 2003Mangala Vallis one of the large outflow channels that channeled large quantities of water into the northern lowlands, long ago on geological timescales. This valley is one of the few in the southern hemisphere, as well as one of the few west of the Tharsis bulge. A closer look at the channel shows more recent weathering of the old water channel: the walls of the channel show small, dark slope streaks that form in dusty areas; and much of the surrounding terrain has subtle linear markings trending from the upper left to the lower right, which are probably features sculpted and streamlined by the wind. Geology still shapes the surface of Mars today, but its methods over the eons have changed.Image information: VIS instrument. Latitude -6, Longitude 209.6 East (150.4 West). 19 meter/pixel resolution.Note: this THEMIS visual image has not been radiometrically nor geometrically calibrated for this preliminary release. An empirical correction has been performed to remove instrumental effects. A linear shift has been applied in the cross-track and down-track direction to approximate spacecraft and planetary motion. Fully calibrated and geometrically projected images will be released through the Planetary Data System in accordance with Project policies at a later time.NASA's Jet Propulsion Laboratory manages the 2001 Mars Odyssey mission for NASA's Office of Space Science, Washington, D.C. The Thermal Emission Imaging System (THEMIS) was developed by Arizona State University, Tempe, in collaboration with Raytheon Santa Barbara Remote Sensing. The THEMIS investigation is led by Dr. Philip Christensen at Arizona State University. Lockheed Martin Astronautics, Denver, is the prime contractor for the Odyssey project, and developed and built the orbiter. Mission operations are conducted jointly from Lockheed Martin and from JPL, a division of the California Institute of Technology in Pasadena.

  3. Old Geology and New Geology

    Science.gov (United States)

    2003-01-01

    [figure removed for brevity, see original site] Released 28 May 2003Mangala Vallis one of the large outflow channels that channeled large quantities of water into the northern lowlands, long ago on geological timescales. This valley is one of the few in the southern hemisphere, as well as one of the few west of the Tharsis bulge. A closer look at the channel shows more recent weathering of the old water channel: the walls of the channel show small, dark slope streaks that form in dusty areas; and much of the surrounding terrain has subtle linear markings trending from the upper left to the lower right, which are probably features sculpted and streamlined by the wind. Geology still shapes the surface of Mars today, but its methods over the eons have changed.Image information: VIS instrument. Latitude -6, Longitude 209.6 East (150.4 West). 19 meter/pixel resolution.Note: this THEMIS visual image has not been radiometrically nor geometrically calibrated for this preliminary release. An empirical correction has been performed to remove instrumental effects. A linear shift has been applied in the cross-track and down-track direction to approximate spacecraft and planetary motion. Fully calibrated and geometrically projected images will be released through the Planetary Data System in accordance with Project policies at a later time.NASA's Jet Propulsion Laboratory manages the 2001 Mars Odyssey mission for NASA's Office of Space Science, Washington, D.C. The Thermal Emission Imaging System (THEMIS) was developed by Arizona State University, Tempe, in collaboration with Raytheon Santa Barbara Remote Sensing. The THEMIS investigation is led by Dr. Philip Christensen at Arizona State University. Lockheed Martin Astronautics, Denver, is the prime contractor for the Odyssey project, and developed and built the orbiter. Mission operations are conducted jointly from Lockheed Martin and from JPL, a division of the California Institute of Technology in Pasadena.

  4. SEISMIC GEOLOGY

    Institute of Scientific and Technical Information of China (English)

    2009-01-01

    <正>20091465 Cai Xuelin(College of Earth Sciences,Chengdu University of Technology,Chengdu 610059,China);Cao Jiamin Preliminary Study on the 3-D Crust Structure for the Longmen Lithosphere and the Genesis of the Huge Wenchuan Earthquake,Sichuan Province,China(Journal of Chengdu University of Technology,ISSN1671-9727,CN51-1634/N,35(4),2008,p.357-365,8 illus.,39 refs.)Key words:deep-seated structures,large earthquakes,Longmenshan Fracture ZoneBased on a structural analysis of many seismic sounding profiles,there are two fault systems in Longmen collisional orogenic belt,Sichuan Province,China.They are both different obviously and correlative closely.One is shallow fault system composed mainly of brittle shear zones in surface crust,and the other is deep fault system composed mainly of crust-mantle ductile shear zones cutting Moho discontinuity.Based on the result of researching geological structure and seismic sounding profiles,

  5. COAL GEOLOGY

    Institute of Scientific and Technical Information of China (English)

    2011-01-01

    <正>20111053 Chen Jian(School of Earth and Environment,Anhui University of Science and Technology,Huainan 232001,China);Liu Wenzhong Organic Affinity of Trace Elements in Coal from No.10 Coal-Bed at Western Huagou,Guoyang(Coal Geology & Exploration,ISSN1001-1986,CN61-1155/P,38(4),2010,p.16-20,24,3 illus.,3 tables,19 refs.)Key words:coal,minor elements,Anhui Province In order to study the organic affinity of trace elements in coal from No.10 coal-bed at western Huagou,Guoyang,10 borehole samples were collected at exploration area of Huaibei mining area.The contents of 12 kinds of trace elements were determined by the inductively coupled plasma mass spectrometry(ICP-MS),the total organic carbon(TOC)of coal was determined by LECO carbon and sulfur analyzer,and the organic affinity of trace elements were deduced from the correlations between contents and TOCs.The results showed that the contents of V,Cr,Co,Ni,Mo,Cd,Sb,Pb and Zn were lower than

  6. California Geological Survey Geologic Map Index

    Data.gov (United States)

    California Department of Resources — All the individual maps from the Geologic Atlas of California and the Regional Geologic map series have been georeferenced for display in a GIS (and viewable online...

  7. Geologic Map of Alaska: geologic units

    Data.gov (United States)

    U.S. Geological Survey, Department of the Interior — This dataset consists of a polygon coverage and associated attribute data derived from the 1980 Geologic Map of Alaska compiled by H.M. Beikman and published by the...

  8. Arctic Geology (geoarcst)

    Data.gov (United States)

    U.S. Geological Survey, Department of the Interior — The digitally compiled map includes geology, oil and gas field centerpoints, and geologic provinces of the Arctic (North Pole area encircled by 640 N Latitude). The...

  9. On-line geological memoir of Hong Kong

    Institute of Scientific and Technical Information of China (English)

    C W Lee; R J Sewell

    2007-01-01

    @@ Introduction The Geotechnical Engineering Office (GEO)of the Civil Engineering and DevelopmentDepartment (CEDD), Hong Kong SpecialAdministrative Region (HKSAR), China,has recently published an internet version ofthe geology of Hong Kong which is intendedto make the available geological informationmore accessible to the local and internationalcommunities.

  10. 常规地球物理测井资料在盐井工程地质解释中的综合应用%Comprehensive Application of Geophysical Logging Data in Geological Interpretation of Salt Well Engineering

    Institute of Scientific and Technical Information of China (English)

    朱勇毅

    2014-01-01

    The application of geophysical well logging data is very extensive and the most important application is in the engineering of well exploration and production and geological interpretation that is the interpretation of objective layer (rock salt layer) which includes single well interpretation ,the interpretation of the structure of the whole mining area and the distribution of rock salt and the interpretation of the logging data which will be used in the salt well engineering.%地球物理测井资料的应用非常广泛,在盐矿开采的探井和生产井中的工程和地质解释应用最主要,就是对目的层(岩盐层)的解释,包括单井解释和整个矿区构造及岩盐分布的解释,其次就是围绕盐井工程施工中所用到的测井资料的解释。

  11. Visible Geology - Interactive online geologic block modelling

    Science.gov (United States)

    Cockett, R.

    2012-12-01

    Geology is a highly visual science, and many disciplines require spatial awareness and manipulation. For example, interpreting cross-sections, geologic maps, or plotting data on a stereonet all require various levels of spatial abilities. These skills are often not focused on in undergraduate geoscience curricula and many students struggle with spatial relations, manipulations, and penetrative abilities (e.g. Titus & Horsman, 2009). A newly developed program, Visible Geology, allows for students to be introduced to many geologic concepts and spatial skills in a virtual environment. Visible Geology is a web-based, three-dimensional environment where students can create and interrogate their own geologic block models. The program begins with a blank model, users then add geologic beds (with custom thickness and color) and can add geologic deformation events like tilting, folding, and faulting. Additionally, simple intrusive dikes can be modelled, as well as unconformities. Students can also explore the interaction of geology with topography by drawing elevation contours to produce their own topographic models. Students can not only spatially manipulate their model, but can create cross-sections and boreholes to practice their visual penetrative abilities. Visible Geology is easy to access and use, with no downloads required, so it can be incorporated into current, paper-based, lab activities. Sample learning activities are being developed that target introductory and structural geology curricula with learning objectives such as relative geologic history, fault characterization, apparent dip and thickness, interference folding, and stereonet interpretation. Visible Geology provides a richly interactive, and immersive environment for students to explore geologic concepts and practice their spatial skills.; Screenshot of Visible Geology showing folding and faulting interactions on a ridge topography.

  12. Salary-Trend Studies of Faculty for the Years 1988-89 and 1991-92 in the Following Academic Disciplines/Major Fields: Engineering-Related Technologies; Foreign Language; Geography; Geology; History; Home Economics; Letters; Library and Archival Sciences; Life Sciences; Mathematics; Multi-Interdisciplinary Studies; Music; Nursing; Philosophy and Religion; and Physical Education.

    Science.gov (United States)

    Howe, Richard D.; And Others

    This volume provides comparative data for faculty salaries in public and private colleges, based on an annual survey of over 600 colleges and universities. Data cover the following disciplines: Engineering Related Technologies, Foreign Languages, Geography, Geology, History, Home Economics, Letters, Library and Archival Sciences, Life Sciences,…

  13. Salary Trend Studies of Faculty for the Years 1986-87 and 1989-90 in the Following Disciplines/Major Fields: Engineering; Foreign Languages; Geology; Home Economics; Letters; Library and Archival Sciences; Life Sciences; Mathematics; Multi-Interdisciplinary Studies; Music; Nursing; and Philosophy and Religion.

    Science.gov (United States)

    Howe, Richard D.; And Others

    This volume provides comparative data for faculty salaries in public and private colleges, based on an annual survey of over 700 colleges and universities. Data cover the following disciplines: Engineering; Foreign Languages; Geological Sciences; Home Economics; Letters; Library and Archival Sciences; Life Sciences; Mathematics;…

  14. Salary-Trend Studies of Faculty for the Years 1988-89 and 1991-92 in the Following Academic Disciplines/Major Fields: Engineering-Related Technologies; Foreign Language; Geography; Geology; History; Home Economics; Letters; Library and Archival Sciences; Life Sciences; Mathematics; Multi-Interdisciplinary Studies; Music; Nursing; Philosophy and Religion; and Physical Education.

    Science.gov (United States)

    Howe, Richard D.; And Others

    This volume provides comparative data for faculty salaries in public and private colleges, based on an annual survey of over 600 colleges and universities. Data cover the following disciplines: Engineering Related Technologies, Foreign Languages, Geography, Geology, History, Home Economics, Letters, Library and Archival Sciences, Life Sciences,…

  15. Salary Trend Studies of Faculty for the Years 1986-87 and 1989-90 in the Following Disciplines/Major Fields: Engineering; Foreign Languages; Geology; Home Economics; Letters; Library and Archival Sciences; Life Sciences; Mathematics; Multi-Interdisciplinary Studies; Music; Nursing; and Philosophy and Religion.

    Science.gov (United States)

    Howe, Richard D.; And Others

    This volume provides comparative data for faculty salaries in public and private colleges, based on an annual survey of over 700 colleges and universities. Data cover the following disciplines: Engineering; Foreign Languages; Geological Sciences; Home Economics; Letters; Library and Archival Sciences; Life Sciences; Mathematics;…

  16. The integration of geochemical, geological and engineering data to determine reservoir continuity in the Iagifu-Hedinia field, Papua New Guinea

    Energy Technology Data Exchange (ETDEWEB)

    Kaufman, R.L. [Chevron Overseas Petroleum, San Ramon, CA (United States); Eisenberg, L.I.; Fitzmorris, R.E. [South Pacific Chevron, Brisbane (Australia)

    1995-08-01

    A series of oil and gas fields, including Iagifu-Hedinia, occur along the leading edge of the Papuan fold and thrust belt. Formed during Pliocene to Recent compression, they are structurally complex, and typically broken into multiple reservoir compartments. The presence of the karstic Darai Limestone at the surface over most of the fold belt prevents acquisition of useful seismic data. Reservoir mapping, and establishment of reservoir continuity, is therefore based soley on (1) surface geologic data, (2) drilling data; initially dipmeter and RFT pressure data, and subsequently well production histories, and (3) geochemical correlation of reservoir fluids. During appraisal of the Iagifu-Hedinia discovery, these complimentary data sets demonstrated that (1) a single hydrocarbon column existed above a flowing aquifer in the main block of Iagifu-Hedinia field, (2) a separate acuumulation existed in the Usano area. Geochemical data have suggested the presence of reservoir compartments where other data were missing or inconclusive. Subsequently-acquired production history data have confirmed the geochemically-based interpretations. Geochemical data suggest that oils at Iagifu-Hedinia have a common source. The slight differences in oil composition between reservoirs are likely due to multiple phases of expulsion from the same source rock and/or migration-fractionation.

  17. PLAY ANALYSIS AND DIGITAL PORTFOLIO OF MAJOR OIL RESERVOIRS IN THE PERMIAN BASIN: APPLICATION AND TRANSFER OF ADVANCED GEOLOGICAL AND ENGINEERING TECHNOLOGIES FOR INCREMENTAL PRODUCTION OPPORTUNITIES

    Energy Technology Data Exchange (ETDEWEB)

    Shirley P. Dutton; Eugene M. Kim; Ronald F. Broadhead; William Raatz; Cari Breton; Stephen C. Ruppel; Charles Kerans; Mark H. Holtz

    2003-04-01

    A play portfolio is being constructed for the Permian Basin in west Texas and southeast New Mexico, the largest petroleum-producing basin in the US. Approximately 1300 reservoirs in the Permian Basin have been identified as having cumulative production greater than 1 MMbbl of oil through 2000. Of these major reservoirs, approximately 1,000 are in Texas and 300 in New Mexico. On a preliminary basis, 32 geologic plays have been defined for Permian Basin oil reservoirs and assignment of each of the 1300 major reservoirs to a play has begun. The reservoirs are being mapped and compiled in a Geographic Information System (GIS) by play. Detailed studies of three reservoirs are in progress: Kelly-Snyder (SACROC unit) in the Pennsylvanian and Lower Permian Horseshoe Atoll Carbonate play, Fullerton in the Leonardian Restricted Platform Carbonate play, and Barnhart (Ellenburger) in the Ellenburger Selectively Dolomitized Ramp Carbonate play. For each of these detailed reservoir studies, technologies for further, economically viable exploitation are being investigated.

  18. GEOTHERMICS GEOLOGY

    Institute of Scientific and Technical Information of China (English)

    2011-01-01

    <正>20111059 Gao Jinghong(Engineering Group Co.Ltd.of the Second Institute of China Railway,Chengdu 610031,China);Tong Tiegang A Magnetotelluric Study of Geothermal Resources in Kaifeng Depression,Henan Province(Geophysical and Geochemical Exploration,ISSN1000-8918,CN11-1906/P,34(4),2010,p.440-443,6 illus.,12 refs.)Key words:geothermal resources,telluric electromagnetic sounding,Henan Province Kaifeng Depression,located in the southeast corner of the Jiyuan-Kaifeng Depression,is enriched with deep-seated groundwater sources.The rich geothermal water rock(thermal reservoir)commonly has lower resistivity than the in-situ rock,and the reduction degree of its resistivity is related to the extent of water content,water temperature and mineralization.Based on geo-electrical anomaly,the authors inferred the distribution of the thermal reservoirs.A study of the magnetotelluric sounding method(MT)shows that the resistivity values of the basement are lowest in most surveying points north of F1 fault,implying the existence of the relationship with the geothermal water in the strata.According to the distribution of geo-electrical anomalies in the survey area,the authors locate the relatively enriched area of geothermal water in the basement of this area,thus providing an important basis

  19. Engineering geological characteristics and the hydraulic fracture propagation mechanism of the sand-shale interbedded formation in the Xu5 reservoir

    Science.gov (United States)

    Lu, Cong; Li, Mei; Guo, Jian-Chun; Tang, Xu-Hai; Zhu, Hai-Yan; Yong-Hui, Wang; Liang, Hao

    2015-06-01

    In the Xu5 formation the sandstone reservoir and the shale reservoir are interbedded with each other. The average thickness of each formation is about 8 m, which increases the difficulty of the hydraulic fracturing treatment. The shale thickness ratio (the ratio of shale thickness to formation thickness) is 55-62.5%. The reservoir is characterized by ultra-low porosity and permeability. The brittleness index of sandstone is 0.5-0.8, and the brittleness index of shale is 0.3-0.8. Natural fractures are poorly developed and are mainly horizontal and at a low angle. The formation strength is medium and the reservoir is of the hybrid strike-slip fault and reverse fault stress regime. The difference between the minimum principal stress and the vertical stress is small, and the maximum horizontal principal stress is 20 MPa higher than the minimum horizontal principal stress and vertical stress. A mechanical model of a hydraulic fracture encountering natural fractures is built according to geological characteristics. Fracture mechanics theory is then used to establish a hydraulic fracturing model coupling the seepage-stress-damage model to simulate the initiation and propagation of a fracture. The hydraulic fracture geometry is mainly I-shaped and T-shaped, horizontal propagation dominates the extension, and vertical propagation is limited. There is a two to three meter stress diversion area around a single hydraulic fracture. The stress diversion between a hydraulic fracture and a natural fracture is advantageous in forming a complex fracture. The research results can provide theoretical guidance for tight reservoir fracturing design.

  20. OCEANOGRAPHY & MARINE GEOLOGY

    Institute of Scientific and Technical Information of China (English)

    2015-01-01

    20152177 Chen Hongjun(Key Laboratory of Marine Mineral Resources,Guangzhou Marine Geological Survey,Ministry of Land and Resources,Guangzhou 510075,China);Pen Xuechao A Brief Review of 1∶1 000 000 Marine Geological Survey and Mapping Results of the Hainan Sheet in the South China Sea(Marine Geology&Quaternary Geology,

  1. OCEANOGRAPHY & MARINE GEOLOGY

    Institute of Scientific and Technical Information of China (English)

    2014-01-01

    <正>20140582 Fang Xisheng(Key Lab.of Marine Sedimentology and Environmental Geology,First Institute of Oceanography,State Oceanic Administration,Qingdao 266061,China);Shi Xuefa Mineralogy of Surface Sediment in the Eastern Area off the Ryukyu Islands and Its Geological Significance(Marine Geology & Quaternary Geology,ISSN0256-1492,CN37

  2. QUATERNARY GEOLOGY& GEOMORPHOLOGY

    Institute of Scientific and Technical Information of China (English)

    2016-01-01

    20160466Cao Fugen(No.1Geological Survey Team,Xinjiang Bureau of Geology and Mineral Resources and Development,Urumqi830013,China);Zhao Shuming Geological Characteristics and Significance of the Nanhua Period Tillite from Northern Yamansu Area in Eastern Tianshan,Xinjiang(Xinjiang Geology,ISSN1000-8845,CN65-1092/P,33

  3. Application of Data Fusion Technology in Remote Sensing Interpretation for Railway Geology Engineering%数据融合技术在铁路地质遥感判释中的应用研究

    Institute of Scientific and Technical Information of China (English)

    刘桂卫

    2011-01-01

    Research purposes:The remote sensing interpretation technology for railway geology engineering, as acomplex system work, is difficult to get good effect only by using the single data or method. To improve the accuracy andquality of the interpretation, this paper studies the application of data fusion technology in the remote sensinginterpretation.Research conclusions: (1) The remote sensing interpretation accuracy for unfavorable geological condition can beenhanced by using the data fusion technology. (2 ) The quantitative interpretation and analysis for the unfavorablegeological condition can be realized by using the 2D interpretation method along with the 3D interpretation method.(3 ) The study should be strengthened on the application of fusion of remote sensing with the geophysical prospecting toextend the application range of remote sensing interpretation.%研究目的:铁路工程地质遥感判释作为一项复杂的系统工作,仅靠单一的数据源或手段很难达到较好的判释效果.为提高地质遥感判释的精度和质量,本文探讨数据融合技术在地质遥感判释中的应用.研究结论:(1)采用多源数据融合技术进行地质遥感判释,可提高不良地质判释的准确度;(2)二维和三维遥感判释相结合,可实现不良地质由定性到定量的判释和分析;(3)今后应加强遥感与物探等勘察手段的融合应用研究,拓宽地质遥感判释的应用范围.

  4. SURFICIAL_GEOLOGY: Interpretation of the surficial geology within the St. Clair River between Michigan and Ontario, Canada, 2008 (ESRI VECTOR SHAPEFILE)

    Data.gov (United States)

    U.S. Geological Survey, Department of the Interior — In 2008, the U.S. Geological Survey (USGS), Woods Hole Coastal and Marine Science Center (WHCMSC), in cooperation with the U.S. Army Corps of Engineers conducted a...

  5. EXPLORATION ENGINEERING

    Institute of Scientific and Technical Information of China (English)

    2016-01-01

    20161419Cao Baomin(Shaanxi Binchang Xiaozhuang Mining Co.Ltd,Binxian 7135000,China);Zhang Jianghao Application of Rotary Drilling Combination to Pile Foundation Engineering in Xiaozhuang Mine,Shaanxi Province(Geology of Shaanxi,ISSN1001-6996,CN61

  6. Chemical Engineering Division fuel cycle programs. Quarterly progress report, April-June 1979. [Pyrochemical/dry processing; waste encapsulation in metal; transport in geologic media

    Energy Technology Data Exchange (ETDEWEB)

    Steindler, M.J.; Ader, M.; Barletta, R.E.

    1980-09-01

    For pyrochemical and dry processing materials development included exposure to molten metal and salt of Mo-0.5% Ti-0.07% Ti-0.01% C, Mo-30% W, SiC, Si/sub 2/ON/sub 2/, ZrB/sub 2/-SiC, MgAl/sub 2/O/sub 4/, Al/sub 2/O/sub 3/, AlN, HfB/sub 2/, Y/sub 2/O/sub 3/, BeO, Si/sub 3/N/sub 4/, nickel nitrate-infiltrated W, W-coated Mo, and W-metallized alumina-yttria. Work on Th-U salt transport processing included solubility of Th in liquid Cd, defining the Cd-Th and Cd-Mg-Th phase diagrams, ThO/sub 2/ reduction experiments, and electrolysis of CaO in molten salt. Work on pyrochemical processes and associated hardware for coprocessing U and Pu in spent FBR fuels included a second-generation computer model of the transport process, turntable transport process design, work on the U-Cu-Mg system, and U and Pu distribution coefficients between molten salt and metal. Refractory metal vessels are being service-life tested. The chloride volatility processing of Th-based fuel was evaluated for its proliferation resistance, and a preliminary ternary phase diagram for the Zn-U-Pu system was computed. Material characterization and process analysis were conducted on the Exportable Pyrochemical process (Pyro-Civex process). Literature data on oxidation of fissile metals to oxides were reviewed. Work was done on chemical bases for the reprocessing of actinide oxides in molten salts. Flowsheets are being developed for the processing of fuel in molten tin. Work on encapsulation of solidified radioactive waste in metal matrix included studies of leach rate of crystalline waste materials and of the impact resistance of metal-matrix waste forms. In work on the transport properties of nuclear waste in geologic media, adsorption of Sr on oolitic limestone was studied, as well as the migration of Cs in basalt. Fitting of data on the adsorption of iodate by hematite to a mathematical model was attempted.

  7. Study of the Engineering Geological Problems of the Havasan Dam, with Emphasis on Clay-Filled Joints in the Right Abutment

    Science.gov (United States)

    Maleki, Mahdi Rasouli

    2011-11-01

    Havasan dam site is located in northwest of Iran. The planned concrete dam is to be built on Cretaceous limestone. Faulted and fractured limestone is exposed at the dam abutments and in the reservoir area. Rock mass properties including the deformation modulus and uniaxial compressive strength were calculated using different rock mass classification systems (RMR, Q, GSI and DMR). Laboratory tests indicate that joint filling materials contain clay with low to high plasticity (CL to CH) and low to medium potential swelling pressures. X-ray diffraction analysis confirms that the reason for potential swelling of joint fillings is the existence of clay minerals (such as illite and montmorillonite). The study results about the shear strength of clay-filled joints show that under JRC-JCS condition (laboratory scale), JRC n -JCS n (large scale) and normal stress equal to 0.25-4 MPa, the range of shear strength of clay-filled joints will be equal to 0.2-2.17 and 0.14-1.72 MPa. In some areas dissolution along the joints results in high permeability, especially in the right abutment. Three dominant joint sets occur in the exploration galleries which have been excavated in the right abutment. The maximum aperture of these joints varies from 7 to 9 cm, and the joints are typically filled with clay. Preliminary analysis shows that the presence of open joints which will cause seepage of water, combined with the impact of the clay-filled joints and forces acting on the slopes, could lead to slope failures and rock falls. In addition, the assessment of slope stability results in abutments using limited equilibrium method and Swedge software under dynamic and static conditions shows that two wedges formed on the slopes of the abutment by the natural joints are potentially unstable. The rock wedge on the left abutment is smaller but presents higher sliding potential. In addition, there is no probability of planar failure due to the geological condition of the dam abutments. This

  8. Play Analysis and Digital Portfolio of Major Oil Reservoirs in the Permian Basin: Application and Transfer of Advanced Geological and Engineering Technologies for Incremental Production Opportunities

    Energy Technology Data Exchange (ETDEWEB)

    Shirley P. Dutton; Eugene M. Kim; Ronald F. Broadhead; Caroline L. Breton; William D. Raatz; Stephen C. Ruppel; Charles Kerans

    2004-01-13

    A play portfolio is being constructed for the Permian Basin in west Texas and southeast New Mexico, the largest onshore petroleum-producing basin in the United States. Approximately 1,300 reservoirs in the Permian Basin have been identified as having cumulative production greater than 1 MMbbl (1.59 x 10{sup 5} m{sup 3}) of oil through 2000. Of these significant-sized reservoirs, approximately 1,000 are in Texas and 300 in New Mexico. There are 32 geologic plays that have been defined for Permian Basin oil reservoirs, and each of the 1,300 major reservoirs was assigned to a play. The reservoirs were mapped and compiled in a Geographic Information System (GIS) by play. The final reservoir shapefile for each play contains the geographic location of each reservoir. Associated reservoir information within the linked data tables includes RRC reservoir number and district (Texas only), official field and reservoir name, year reservoir was discovered, depth to top of the reservoir, production in 2000, and cumulative production through 2000. Some tables also list subplays. Play boundaries were drawn for each play; the boundaries include areas where fields in that play occur but are smaller than 1 MMbbl (1.59 x 10{sup 5} m{sup 3}) of cumulative production. Oil production from the reservoirs in the Permian Basin having cumulative production of >1 MMbbl (1.59 x 10{sup 5} m{sup 3}) was 301.4 MMbbl (4.79 x 10{sup 7} m{sup 3}) in 2000. Cumulative Permian Basin production through 2000 was 28.9 Bbbl (4.59 x 10{sup 9} m{sup 3}). The top four plays in cumulative production are the Northwest Shelf San Andres Platform Carbonate play (3.97 Bbbl [6.31 x 10{sup 8} m{sup 3}]), the Leonard Restricted Platform Carbonate play (3.30 Bbbl [5.25 x 10{sup 8} m{sup 3}]), the Pennsylvanian and Lower Permian Horseshoe Atoll Carbonate play (2.70 Bbbl [4.29 x 10{sup 8} m{sup 3}]), and the San Andres Platform Carbonate play (2.15 Bbbl [3.42 x 10{sup 8} m{sup 3}]). Detailed studies of three reservoirs

  9. Geology and engineering geology of roads in South Africa

    CSIR Research Space (South Africa)

    Paige-Green, P

    2004-07-01

    Full Text Available in the quality and depth of expansive material and is often associated with leakage at culverts and/or ponding adjacent to the road. A now almost routine practice is to partially remove the expansive material (typically 600 to 750 mm depth) and replace... countermeasures to minimise differential heave at culverts have been proposed [13], predominantly related to ensuring that leakage does not occur from the culverts and ponding is minimised by ensuring good side drainage that is well maintained. Longitudinal...

  10. Geology of the Lower Cretaceous Travis Peak Formation, East Texas. Depositional history, diagenesis, structure, and reservoir-engineering implications. Topical report, November 1982-February 1990

    Energy Technology Data Exchange (ETDEWEB)

    Dutton, S.P.; Laubach, S.E.; Tye, R.S.; Baumgardner, R.W.; Herrington, K.L.

    1990-06-01

    The report summarizes stratigraphic, petrographic, and structural studies of the Lower Cretaceous Travis Peak Formation, a low-permeability gas sandstone in East Texas, and presents reservoir engineering implications. Depositional systems in this region were interpreted from logs and cores and include (1) a braided- to meandering-fluvial system that forms the majority of the Travis Peak section; (2) deltaic deposits interbedded with the distal part of the fluvial system; (3) paralic deposits that overlie and interfinger with the deltaic and fluvial deposits near the top of the Travis Peak; and (4) shelf deposits present at the downdip extent of the formation. Petrographic studies indicate the sandstones are quartzarenites and subarkoses. Cementation by quartz, dolomite, ankerite, illite, chlorite, and reservoir bitumen have reduced porosity to less than 8 percent and permeability to less than 0.1 md throughout most of the formation. Structurally deeper sandstones are more intensely quartz cemented than are shallower sandstones and contain abundant, open natural fractures. Borehole breakouts and drilling-induced fractures in core can be used to predict horizontal stress directions and the direction of hydraulic fracture propagation. Hydraulic fractures propagate in directions subparallel to the east-northeast strike of the natural fractures; thus, hydraulically induced fractures may not intersect many natural fractures.

  11. GEOCHRONOMETRY & ISOTOPE GEOLOGY

    Institute of Scientific and Technical Information of China (English)

    2010-01-01

    <正>20101892 Guo Hongjun (Tianjin Geological Exploration General Survey,Tianjin 300181,China);Lin Xiaohui The Precambrian Geological Characteristics of Kigoma-Mpanda Region,Tanzania and the New Data of U-Pb Age Determination on Zircon

  12. Geologic spatial analysis

    Energy Technology Data Exchange (ETDEWEB)

    Thiessen, R.L.; Eliason, J.R.

    1989-01-01

    This report describes the development of geologic spatial analysis research which focuses on conducting comprehensive three-dimensional analysis of regions using geologic data sets that can be referenced by latitude, longitude, and elevation/depth. (CBS)

  13. Geological Services Laboratory

    Data.gov (United States)

    Federal Laboratory Consortium — Researchers use computed tomography (CT) scanners at NETL’s Geological Services Laboratory in Morgantown, WV, to peer into geologic core samples to determine how...

  14. Geophysics & Geology Inspected.

    Science.gov (United States)

    Neale, E. R. W.

    1981-01-01

    Summarizes findings of a recently published report of the Canadian Geoscience Council, which includes the following topics regarding college geology: facilities; teaching; undergraduate enrollments; postgraduate enrollments; geologic research; and integration of Canadian geoscience with other countries. (CS)

  15. GEOCHRONOMETRY & ISOTOPE GEOLOGY

    Institute of Scientific and Technical Information of China (English)

    2008-01-01

    <正>20081140 Cheng Peng(State Key Laboratory of Loess and Quaternary Geology,Institute of Earth Environment,CAS,Xi’an 710075,China);Zhou Weijian Advances in Radiocarbon Dating Researches in the Loess-Paleosol Sequences(Marine Geology & Quaternary Geology,ISSN0256-1492,CN37-

  16. The geology of Libya

    Energy Technology Data Exchange (ETDEWEB)

    Salem, M.J.; Busrewil, M.T. (eds.)

    1981-01-01

    This book includes 75 of the papers presented at the Second Symposium of Geology of Libya, held in Tripoli in September 1978. The papers are grouped into seven parts: stratigraphy; biostratigraphy and paleontology; sedimentation and petroleum geology; hydrogeology; geomorphology and Quaternary geology; tectonics and geophysics; geochemistry, mineralogy, and ore deposits. Petroleum exploration prompted many of the papers in this volume. (JMT)

  17. OCEANOGRAPHY & MARINE GEOLOGY

    Institute of Scientific and Technical Information of China (English)

    2013-01-01

    <正>20132178 Chen Hongjun(Guangzhou Marine Geological Survey,MLR,Guangzhou 510760,China);Cai Guanqiang Features of Canyon Morphology and Their Origin in the Shenhu Area,Northern Slope of the South China Sea(Marine Geology&Quaternary Geology,ISSN0256-1492,CN37-1117/P,32(5),2012,p.19-26

  18. HISTORICAL GEOLOGY & STRATIGRAPHY

    Institute of Scientific and Technical Information of China (English)

    2015-01-01

    20151119Cui Zhengke(No.1 Marine Geological Investigation Party,Shanghai Offshore Petroleum Bureau,SINOPEC,Shanghai201208,China);Yang Wenda Late Quaternary Sequence Stratigraphy and Sedimentary Environment of East China Sea Continental Shelf(Marine Geology&Quaternary; Geology,ISSN0256-1492,CN37-1117/P,34(4),

  19. Map Service Showing Geology and Geologic Provinces of South Asia

    Data.gov (United States)

    U.S. Geological Survey, Department of the Interior — The geology data set for this map includes arcs, polygons, and labels that outline and describe the general geologic age and rock type for South Asia. The geologic...

  20. Engineering Geology Characteristic of the Carbonaceous Siltstone in Mangbang Basin, West of Yunnan Province%滇西芒棒盆地芒棒组碳质粉砂岩的工程地质特性

    Institute of Scientific and Technical Information of China (English)

    郭长宝; 李海华; 陈溪华; 和勇; 歹家文; 张能

    2012-01-01

    Mangbang basin is a SN directed fault depression basin which was shaped when Gaoligong Mountains intensely upheaved at the end of Himalayan movement in Pliocene period, where carbonaceous siltstone of Mangbang group, a kind of soft half-diagenesis rock, is well distributed. The Baoshan-Tengchong high way section of Burma Road will pass through this basin. Field geology survey indicates that this kind of carbonaceous siltstone is characterized by weak diagenesis, easy disintegration and strong structural strength, which can cause the engineering geological problems of slope failure and roof fall of surrounding rock in tunnel. Laboratory test results show a high natural water content, high porosity, low expansibility and high organic content of it. Due to organic cementation, striking difference can be obtained in the engineering properties of natural rock and dry rock after immersion in water, which indicates the enhancement in water stability and reduction in swelling potential of dried rock. Based on typical project example, in-situ shearing test was conducted on the carbonaceous siltstone, and the results indicate that it has the characteristics of high shear strength and little difference between peak and residual strength, which is one of the main factors for the development of large unstable slope body and creeping landslide in this kind of rock stratum.%滇西芒棒盆地是在上新世喜山运动后期高黎贡山强烈隆升过程中形成的近SN向的断陷盆地,在盆地内发育芒棒组碳质粉砂岩等半成岩,规划建设中的中缅公路保山—腾冲高速公路段从该套地层中通过.野外调查发现:该套碳质粉砂岩具有成岩差、易崩解、结构性强等特性,容易引发边坡失稳、隧洞围岩冒顶等工程地质问题.室内试验测试表明:该类岩石具有天然含水量高、孔隙度大、低膨胀性和有机质含量高等特点.由于有机质的胶结作用,天然岩体和干燥岩块浸水后的性状

  1. Evaluation of Quality-Assurance/Quality-Control Data Collected by the U.S. Geological Survey from Wells and Springs between the Southern Boundary of the Idaho National Engineering and Environmental Laboratory and the Hagerman Area, Idaho, 1989 through 1995

    Energy Technology Data Exchange (ETDEWEB)

    Williams, L.M.; Bartholomay, R.C.; Campbell, L.J.

    1998-10-01

    The U.S. Geological (USGS) and the Idaho Department of Water Resources, in cooperation with the U.S. Department of Energy, collected and analyzed water samples to monitor the water quality of the Snake River Plain aquifer from the southern boundary of the Idaho National Engineering and Environmental Laboratory to the Hagerman area, Idaho. Concurrently, replicate samples and blank samples were collected and analyzed as part of the quality-assurance/quality-control program. Samples were analyzed from inorganic constituents, gross radioactivity and radionuclides, organic constituents, and stable isotopes. To evaluate the precision of field and laboratory methods, analytical results of the water-quality and replicate samples were compared statistically for equivalence on the basis of the precision associated with each result. Statistical comparisons of the data indicated that 95 percent of the results of the replicate pairs were equivalent. Blank-sample analytical results indicated th at the inorganic blank water and volatile organic compound blank water from the USGS National Water Quality Laboratory and the distilled water from the Idaho Department of Water Resources were suitable for blanks; blank water from other sources was not. Equipment-blank analytical results were evaluated to determine if a bias had been introduced and possible sources of bias. Most equipment blanks were analyzed for trace elements and volatile organic compounds; chloroform was found in one equipment blank. Two of the equipment blanks were prepared after collection and analyses of the water-quality samples to determine whether contamination had been introduced during the sampling process. Results of one blank indicated that a hose used to divert water away from pumps and electrical equipment had contaminated the samples with some volatile organic compounds. Results of the other equipment blank, from the apparatus used to filter dissolved organic carbon samples, indicated that the filtering

  2. Evaluation of Quality-Assurance/Quality-Control Data Collected by the U.S. Geological Survey from Wells and Springs between the Southern Boundary of the Idaho National Engineering and Environmental Laboratory and the Hagerman Area, Idaho, 1989 through 1995

    Energy Technology Data Exchange (ETDEWEB)

    Williams, L.M.; Bartholomay, R.C.; Campbell, L.J.

    1998-10-01

    The U.S. Geological (USGS) and the Idaho Department of Water Resources, in cooperation with the U.S. Department of Energy, collected and analyzed water samples to monitor the water quality of the Snake River Plain aquifer from the southern boundary of the Idaho National Engineering and Environmental Laboratory to the Hagerman area, Idaho. Concurrently, replicate samples and blank samples were collected and analyzed as part of the quality-assurance/quality-control program. Samples were analyzed from inorganic constituents, gross radioactivity and radionuclides, organic constituents, and stable isotopes. To evaluate the precision of field and laboratory methods, analytical results of the water-quality and replicate samples were compared statistically for equivalence on the basis of the precision associated with each result. Statistical comparisons of the data indicated that 95 percent of the results of the replicate pairs were equivalent. Blank-sample analytical results indicated th at the inorganic blank water and volatile organic compound blank water from the USGS National Water Quality Laboratory and the distilled water from the Idaho Department of Water Resources were suitable for blanks; blank water from other sources was not. Equipment-blank analytical results were evaluated to determine if a bias had been introduced and possible sources of bias. Most equipment blanks were analyzed for trace elements and volatile organic compounds; chloroform was found in one equipment blank. Two of the equipment blanks were prepared after collection and analyses of the water-quality samples to determine whether contamination had been introduced during the sampling process. Results of one blank indicated that a hose used to divert water away from pumps and electrical equipment had contaminated the samples with some volatile organic compounds. Results of the other equipment blank, from the apparatus used to filter dissolved organic carbon samples, indicated that the filtering

  3. An engineering geology approach applied to objective risk analysis'' and for the quantification of the probability of success'' of petroleum leads'' and prospects''

    Energy Technology Data Exchange (ETDEWEB)

    Font, R.G. (Geoscience Data Management, Dallas, TX (United States))

    1994-12-01

    In engineering geology, people often labor to standardize and quantify techniques and methods utilized in the solution of critical problems. Applications related to the field of petroleum technology are certainly no exception. For example, risk analysis of petroleum exploratory projects and prospects is often arbitrary and biased. The calculation of prospect risk introduced in this article is designed to remove subjectivity'' by establishing quantitative standards.'' The technique allows the same method of analysis to be applied to prospects worldwide. It may be used as introduced in this paper (as employed by the author) or as a model, since it possesses the flexibility to be modified by individual users as long as standards are internally defined and utilized by all members of an exploration team. Risk analysis has been discussed in much detail. However, an original method for establishing quantitative standards for risk assessment is addressed and introduced in this paper. As defined here, prospect risk (described as the probability of success'' or Ps'') is the product of the following: Ps = (Trap) [times] (Reservoir) [times] (Source) [times] (Recovery) [times] (Timing). Well-defined, quantitative standards must be established if one is to remove subjectivity from risk assessment. In order to establish such standards to be used uniformly by explorationists, each of the above-referenced factors is individually evaluated and numerically defined utilizing the category and ranking system outlined in Table 1. If all five, independent parameters had individual values of 1.00, then the prospective venture would have an overall probability of success of 100 percent. Similarly, if all parameters exhibited values of 0.90, the overall chance of success would equal 77 percent. Values of 0.80 equate to 33 percent, values of 0.70 to 17 percent, values of 0.60 to 8 percent, values of 0.50 to 1 percent, and values of 0.30 to 0.2 percent.

  4. Report on the third Nepal Geological Congress, 2001

    OpenAIRE

    Bhattarai, Pankaj; Aoyama, Kiyomichi

    2001-01-01

    The Geology of Himalayan Region is very complex and mysterious as well as interesting. Many geo-scientists around the world are doing research to study its complexity. Nepal Geological society, one of the leading professional groups of geo-scientists of Nepal has organized a congress. More than 250 Geo-scientists and civil engineers from 15 countries have taken part in this three days long congress. 50 oral papers were presented in 6 different topics: Regional geology and tectonics, Hydrogeol...

  5. Monitoring of the land and geological environment condition in the Eupatorijska arroyo in Dnipropetrovsk

    Directory of Open Access Journals (Sweden)

    Bogachenko L.D.

    2015-09-01

    Full Text Available The article analyzes the condition of the land and the geological environment in the Eupatorijska arroyo, engineering-geological estimation of the territory of the arroyo is carried out, negative engineering-geological processes and phenomena are defined. It was found that due to the negative technogenic impact in conjunction with natural and climatic factors, the slopes under study can be considered as those under the risk of landslides and therefore are in need of engineering protection.

  6. Contributions in petroleum geology and engineering

    Energy Technology Data Exchange (ETDEWEB)

    1989-01-01

    This book provides a discussion of Petroleum Reservoir Analysis. Contents include: Introduction to laboratory equipment and procedures. Fluid saturation of hydrocarbon reservoir rocks by the distillation extraction and Dean Stark procedures. Fluid saturation of hydrocarbon reservoir rocks by retort method (atmospheric distillation). Fluid saturation of hydrocarbon reservoir rocks by temperature retorting analysis. Fluid saturation of hydrocarbon reservoir rocks by vacuum distillation method. Effective porosity by Barnes and modified Barnes method. Effective porosity determination by the mercury injection and Kobe methods. Effective porosity determination by the mercury injection and Kobe methods. Effective porosity determination by use of the helium porosimeter. Total porosity and grain density determination. Absolute air permeability with correction for Klinkenberg effect. Absolute liquid permeability. Liquid viscosity by use of a falling ball viscometer. Surface and interfacial tension measurement. Capillary pressure determination.

  7. Contributions in petroleum geology and engineering

    Energy Technology Data Exchange (ETDEWEB)

    Pedersen, K.S. (Calsep A/S, Lyngby (DK)); (Fredenslund, A. (Technical Univ. of Denmark, Lyngby (DK)); Thomassen, P.; Statoil, A.S. (Petroleum Technology of Stavanger (NO)))

    1989-01-01

    This book discusses hydrocarbon fluid characteristics and how to evaluate and predict them. Its comprehensive coverage of the different properties of oils and gases promotes more efficient methods and designs for oil and gas exploration and production. The book shows how to use mathematical models to accurately predict transport and thermodynamic properties and surface tensions of naturally occurring oil and gas mixtures. In sixteen chapters, the authors present descriptions of individual oils and gases, discuss how to choose an equation of state, and compare measured and predicted properties. The final chapters of the book deal with practical application of the models to situations in pipeline maintenance and oil recovery processes.

  8. Contributions in petroleum geology and engineering

    Energy Technology Data Exchange (ETDEWEB)

    Harvey, A.H.; Koederitz, L.; Honarpour, M. (Univ. of Missouri, Rolla (US))

    1989-01-01

    This book discusses petroleum reservoir components and properties. The contents include: Systems of units. Reservoir Rocks. Reservoir fluids. Relative permeability and capillarity. Reservoir volume and fluid flow. Naturally fractured reservoirs. Natural production mechanisms. Prediction of oil and gas recovery. Analysis of well performance. Gas-condensate reservoirs. Enhanced oil recovery processes.

  9. Engineering geology of landfill gas migration

    Energy Technology Data Exchange (ETDEWEB)

    Tingley, A.C.

    1990-01-01

    This thesis is divided into five chapters: Part one is an introduction to landfill gas, and why it is considered to be a problem. The subject of the migration of the gas is taken further with an examination of the state of art with respect to theories of gas transport mechanisms. A description of work which has previously been carried out upon real soils and landfill sites is included. In part two the technique developed in this research to enable a laboratory examination of real soils is discussed. Experiments are then described which form part of the landfill gas monitoring programme in the field. The whole group of data, collected at a variety of sites, included measurements of meteorological conditions, ground pressures on and off the landfill, and ground gas concentrations. The observations were used to construct a model of ground gas interchange between the landfill and surrounding land. Field pumping trials have been used to confirm these findings. The third part of the thesis is an examination of case histories, presented in order of detail available for each; results of a survey carried out between other county councils in England, and then the results of a survey in the county of Kent. Finally there is a presentation of the detailed histories of the waste disposal sites which have been examined for the purposes of this research. (Author).

  10. EXPLORATION ENGINEERING

    Institute of Scientific and Technical Information of China (English)

    2007-01-01

    <正>20072985 Bai Mingzhou(Beijing Jiaotong University,Beijing 100044,China);Du Yongqiang Study on Application Technology of Geology Horizontal Drilling in Qiyueshan Tunnel at Yiwan Railway(Exploration Engineering(Rock & Soil Drilling and Tunneling),ISSN1672-7428,CN11-5063/TD,33(4),2006,p.59-61,1 table,3 refs.)Key words:tunnels,horizontal drilling

  11. HISTORICAL GEOLOGY & STRATIGRAPHY

    Institute of Scientific and Technical Information of China (English)

    2007-01-01

    <正>20072053 Bao Qingzhon(Shenyang Institute of Geology and Mineral Resources,China Geological Survey,Shenyang,Liaoning 110032,China);Zhang Changjie Carboniferous-Permian Marine Lithostratigraphy and Sequence Stratigraphy in Xi Ujimqin Qi,Southeastern Inner Mongolia,China(Geological Bulletin of China,ISSN1671-2552,CN11-4648/P,25(5),2006,p.572-579,4 illus.,2 tables,26 refs.,with English abstract)

  12. HISTORICAL GEOLOGY & STRATIGRAPHY

    Institute of Scientific and Technical Information of China (English)

    2008-01-01

    <正>20082513 Chen Guocheng(State Key Labo- ratory of Marine Geology,Tongji University, Shanghai 200092,China);Zheng Hongbo Sedimentary Records of Volcanic Activities in the South China Sea over the Past 480 ka (Marine Geology & Quaternary Geology, ISSN0256—1492,CN37—1117/P,27(4), 2007,p.69—76,4 illus.,1 table,25 refs., with English abstract) Key words:sedimentary sequence,South China Sea

  13. HISTORICAL GEOLOGY & STRATIGRAPHY

    Institute of Scientific and Technical Information of China (English)

    2008-01-01

    <正>20081118 Bai Long(Guizhou Academy of Geology Surveying,Guiyang 550005,Guizhou,China);Shi Yuanhua Discovery of Permian Strata and Its Significance in the Mayidang Area,Yiwu County,Xinjiang(Guizhou Geology,ISSN1000-5943,CN52-1059/P,24(2),2007,p.134-137,141,3 illus.,9 refs.)Key words:Upper Permian,XinjiangIn the survey of regional geology and minera

  14. GEOLOGI KAMPUS TEMBALANG

    Directory of Open Access Journals (Sweden)

    Wahju Krisna H

    2012-02-01

    Full Text Available Geological conditions at Tembalang areas and surround, Semarang, as a Undulating – Hillockymorphological. That’s can be representation lithological and structural conditions. This surveysused the Geoelectrical sounding and combined with geological surface mapping. There are 15points sounding of Geoelectrical, after interpreted with geological surface mapping, can beconclusion the Breccias lithologic overlay on the upper of Limestones lithologic and finding thereverse fault in the part north of areas survey.

  15. Alaska geology revealed

    Science.gov (United States)

    Wilson, Frederic H.; Labay, Keith A.

    2016-11-09

    This map shows the generalized geology of Alaska, which helps us to understand where potential mineral deposits and energy resources might be found, define ecosystems, and ultimately, teach us about the earth history of the State. Rock units are grouped in very broad categories on the basis of age and general rock type. A much more detailed and fully referenced presentation of the geology of Alaska is available in the Geologic Map of Alaska (http://dx.doi.org/10.3133/sim3340). This product represents the simplification of thousands of individual rock units into just 39 broad groups. Even with this generalization, the sheer complexity of Alaskan geology remains evident.

  16. OneGeology-Europe - The Challenges and progress of implementing a basic geological infrastructure for Europe

    Science.gov (United States)

    Asch, Kristine; Tellez-Arenas, Agnes

    2010-05-01

    geological data. These datasets are registered in a multilingual catalogue, who is one the main part of this system. This catalogue and a common metadata profile allows the discovery of national geological and applied geological maps at all scapes, Such an architecture is facilitating re-use and addition of value by a wide spectrum of users in the public and private sector and identifying, documenting and disseminating strategies for the reduction of technical and business barriers to re-use. In identifying and raising awareness in the user and provider communities, it is moving geological knowledge closer to the end-user where it will have greater societal impact and ensure fuller exploitation of a key data resource gathered at huge public expense. The project is providing examples of best practice in the delivery of digital geological spatial data to users, e.g. in the insurance, property, engineering, planning, mineral resource and environmental sectors. The scientifically attributed map data of the project will provide a pan-European base for science research and, importantly, a prime geoscience dataset capable of integration with other data sets within and beyond the geoscience domain. This presentation will demonstrate the first results of this project and will indicate how OneGeology-Europe is ensuring that Europe may play a leading role in the development of a geoscience spatial data infrastructure (SDI) globally.

  17. Acquisition and processing logs maintained by Alpine Ocean Seismic Survey, Inc., during U.S. Geological Survey Field Activity 2014-072-FA offshore of southern Long Island, NY in 2014, as part of a collaborative U.S. Army Corp of Engineers and U.S. Geological Survey mapping effort (Excel spreadsheet, PDF, and Microsoft word formats)

    Data.gov (United States)

    U.S. Geological Survey, Department of the Interior — Hurricane Sandy, the largest storm of historical record in the Atlantic basin, severely impacted southern Long Island, New York in October 2012. In 2014, the U.S....

  18. GEOCHRONOMETRY & ISOTOPE GEOLOGY

    Institute of Scientific and Technical Information of China (English)

    2014-01-01

    <正>20141014Wang Hairan(State Key Laboratory of Continental Dynamics,Department of Geology,Northwest University,Xi’an710069,China);Zhao Hongge Theory and Application of Zircon U-Pb Isotope Dating Technique(Geology and Resources,ISSN1671-1947,CN21-1458/P,22(3),2013,p.229

  19. Interpreting Urban Geology.

    Science.gov (United States)

    Hannibal, Joseph Timothy; Schmidt, Mark Thomas

    1991-01-01

    Describes field trips to urban locations for geological instruction. The program was developed by the Cleveland Museum of Natural History. Authors claim these field trips have been an effective and enjoyable way of conveying a wide variety of geological information to participants at all levels and backgrounds and have created favorable publicity.…

  20. OCEANOGRAPHY & MARINE GEOLOGY

    Institute of Scientific and Technical Information of China (English)

    2015-01-01

    20150652 Jiang Yuxuan(Key Laboratory of Marine Chemistry Theory and Technology,Ministry of Education,Ocean University of China,Qingdao 266100,China);Xing Lei Study on the Degradation of Marine Sedimentary Organic Matter and Model Development(Marine Geology&Quaternary; Geology,ISSN0256-1492,CN37-1117/P,34(4),

  1. HISTORICAL GEOLOGY & STRATIGRAPHY

    Institute of Scientific and Technical Information of China (English)

    2015-01-01

    20152571 Bai Ping(Guizhou Academy of Geologic Survey,Guiyang 550005,China);Xiao Jiafei Sequence Stratigraphy and Sedimentary Environment of Early Cambrian in ZunyiDafang Area of Northwest Guizhou Province(Guizhou Geology,ISSN1000-5943,CN52-1059/P,31(4),2014,p.291-296,272,3

  2. HISTORICAL GEOLOGY & STRATIGRAPHY

    Institute of Scientific and Technical Information of China (English)

    2004-01-01

    <正>20040593 A Chengye (Qinghao Institute of Geological Survey, Xinjing, Qinghai); Wang Yizhi Disintegration of the Wanbaogou Group and Discovery of Early Cambrian Strata in the Eastern Kunlun Area, Xinjiang, China (Geology in China, ISSN 1000 -3657, CN11-1167/P, 30(2), 2003, p. 199 - 206, 6 illus. , 2 tables, 15 refs. , with English abstract)

  3. HISTORICAL GEOLOGY & STRATIGRAPHY

    Institute of Scientific and Technical Information of China (English)

    2009-01-01

    <正>20091185 Duan Jianxiang(Institute of Geologic Survey of Jilin Province,Changchun 130061,China);Liu Jingbo Characteristics of Yaojia Formation Petrostratigraphy and Sedimentary Environment in the Songnen Basin in the Fuyu,Yushu Areas(Jilin Geology, ISSN1001-2427,CN22-1099/P,27

  4. OCEANOGRAPHY & MARINE GEOLOGY

    Institute of Scientific and Technical Information of China (English)

    2011-01-01

    <正>20112116 Gao Changlin (Wuxi Research Institute of Petroleum Geology,SINOPEC,- , Wuxi 214151,China);Huang Zeguang On Study of Paleo-Oceanology in Orogenic Belts (Petroleum Geology & Experiment, ISSN1001-6112,CN32-1151/TE,32(5), 2010,p.409-414,419,3illus.,1table,34 refs.)

  5. Radiometric Dating in Geology.

    Science.gov (United States)

    Pankhurst, R. J.

    1980-01-01

    Described are several aspects and methods of quantitatively measuring geologic time using a constant-rate natural process of radioactive decay. Topics include half lives and decay constants, radiogenic growth, potassium-argon dating, rubidium-strontium dating, and the role of geochronology in support of geological exploration. (DS)

  6. GEOCHRONOMETRY & ISOTOPE GEOLOGY

    Institute of Scientific and Technical Information of China (English)

    2004-01-01

    <正>20042213 Chen Qinghua (Department of Geology,Northwest University, Xi’an, Shaanxi); Liu Chiyang The Mathematical Representations and Their Significance of Geological Age with Milankovitch Theory (Journal of Northwest University (Natural Science Edition), ISSN1000 - 274X, CN61 -1072/N, 33(5), 2003, p. 599-602, 27 refs. )

  7. Field Geology/Processes

    Science.gov (United States)

    Allen, Carlton; Jakes, Petr; Jaumann, Ralf; Marshall, John; Moses, Stewart; Ryder, Graham; Saunders, Stephen; Singer, Robert

    1996-01-01

    The field geology/process group examined the basic operations of a terrestrial field geologist and the manner in which these operations could be transferred to a planetary lander. Four basic requirements for robotic field geology were determined: geologic content; surface vision; mobility; and manipulation. Geologic content requires a combination of orbital and descent imaging. Surface vision requirements include range, resolution, stereo, and multispectral imaging. The minimum mobility for useful field geology depends on the scale of orbital imagery. Manipulation requirements include exposing unweathered surfaces, screening samples, and bringing samples in contact with analytical instruments. To support these requirements, several advanced capabilities for future development are recommended. Capabilities include near-infrared reflectance spectroscopy, hyper-spectral imaging, multispectral microscopy, artificial intelligence in support of imaging, x ray diffraction, x ray fluorescence, and rock chipping.

  8. RE-THINKING ANALYSIS OF LARGE-SCALE ENGINEERING ACCIDENTS AND “ECO-GEOLOGICAL ENGINEERING”%由工程事故反思论及“生态地质工程学”

    Institute of Scientific and Technical Information of China (English)

    尚彦军; 傅冰骏; 蒋毅; 李坤

    2013-01-01

    在全球气候变暖、异常天气频发、全球性自然灾害严重和日益加剧的形势下,我国众多水电、核电等大工程快速上马的同时,也面临着生态环境影响、安全运营风险管理等诸多问题和挑战。这是一个极需深入思考、有待联合攻关解决的重大课题。需要从全国乃至全球角度出发,全方位、多层次、多学科,而不仅局限在某一部门或行业内,进行反复论证,以实现工程-经济-社会-环境-能源和资源复杂巨系统的和谐调控和可持续发展。在对众多地质工程事故及其有关灾害反思基础上,作者认为有必要从全球变化和可持续发展角度,系统总结以往工程失败或事故教训,建立交叉学科“生态地质工程学”,推动复杂巨系统的理论研究和工程应用。这样才能超出单纯工程选址安全性和岩土体稳定性评价的狭隘工程安全理念,更好地实现工程建设-生态环境保护-经济可持续发展的长远目标。%With global warming and more extreme climate hazards,China is facing more environment impact,op-erational risk management,and many other security issues and challenges.With the fast development of hydropow-er,nuclear power and other major projects,these issues and challenges need to be thought deeply and solved by joint research.In order to achieve the sustainable development and harmonious regulation of the Project-Economy-Society-Environment-Energy and Resources as one complex giant system,scientists need to demonstrate them re-peatedly,from the perspective of national even global,all-round,multi-level,multi-disciplinary,and not confined to a particular sector or industry.On the basis of the re-thinking analysis on large-scale engineering accidents and their related hazards,the authors think it is necessary to conclude the reasons and lessons from the failures,and es-tablish a cross disciplinary“Eco-Geological Engineering”to boost the

  9. Chapter 4: Geological Carbon Sequestration

    Energy Technology Data Exchange (ETDEWEB)

    Friedmann, J; Herzog, H

    2006-06-14

    Carbon sequestration is the long term isolation of carbon dioxide from the atmosphere through physical, chemical, biological, or engineered processes. The largest potential reservoirs for storing carbon are the deep oceans and geological reservoirs in the earth's upper crust. This chapter focuses on geological sequestration because it appears to be the most promising large-scale approach for the 2050 timeframe. It does not discuss ocean or terrestrial sequestration. In order to achieve substantial GHG reductions, geological storage needs to be deployed at a large scale. For example, 1 Gt C/yr (3.6 Gt CO{sub 2}/yr) abatement, requires carbon capture and storage (CCS) from 600 large pulverized coal plants ({approx}1000 MW each) or 3600 injection projects at the scale of Statoil's Sleipner project. At present, global carbon emissions from coal approximate 2.5 Gt C. However, given reasonable economic and demand growth projections in a business-as-usual context, global coal emissions could account for 9 Gt C. These volumes highlight the need to develop rapidly an understanding of typical crustal response to such large projects, and the magnitude of the effort prompts certain concerns regarding implementation, efficiency, and risk of the enterprise. The key questions of subsurface engineering and surface safety associated with carbon sequestration are: (1) Subsurface issues: (a) Is there enough capacity to store CO{sub 2} where needed? (b) Do we understand storage mechanisms well enough? (c) Could we establish a process to certify injection sites with our current level of understanding? (d) Once injected, can we monitor and verify the movement of subsurface CO{sub 2}? (2) Near surface issues: (a) How might the siting of new coal plants be influenced by the distribution of storage sites? (b) What is the probability of CO{sub 2} escaping from injection sites? What are the attendant risks? Can we detect leakage if it occurs? (3) Will surface leakage negate or

  10. Research on Geological Survey Data Management and Automatic Mapping Technology

    Directory of Open Access Journals (Sweden)

    Dong Huang

    2017-01-01

    Full Text Available The data management of a large geological survey is not an easy task. To efficiently store and manage the huge datasets, a database of geological information on the basis of Microsoft Access has been created. By using the database of geological information, we can make easily and scientifically store and manage the large geological information. The geological maps—borehole diagrams, the rose diagrams for the joint trends, and joint isointensity diagrams—are traditionally drawn by hand, which is not efficient way; next, it is not easily possible to modify. Therefore, to solve those problems, the automatic mapping method and associated interfaces have been developed by using VS2010 and geological information database; these developments are presented in this article. This article describes the theoretical basis of the new method in detail and provides a case study of practical engineering to demonstrate its application.

  11. Virtual Field Geologic Trip System

    Institute of Scientific and Technical Information of China (English)

    Jian Wang; Linfu Xue; Xiaojun Zhou

    2003-01-01

    Virtual Field Geologic Trip System (VFGTS) constructed by the technique of visualization can efficiently present geologic field information and widely used in the field of geologic education. This paper introduces the developing thinking of VFGTS and discusses the main implement processes. Building VFGTS mainly includes systemically gathering of field geological data, the building of virtual geological world, and displaying of virtual geologic world and human-computer interaction.

  12. A Geology Sampling System for Small Bodies

    Science.gov (United States)

    Naids, Adam J.; Hood, Anthony D.; Abell, Paul; Graff, Trevor; Buffington, Jesse

    2016-01-01

    Human exploration of microgravity bodies is being investigated as a precursor to a Mars surface mission. Asteroids, comets, dwarf planets, and the moons of Mars all fall into this microgravity category and some are being discussed as potential mission targets. Obtaining geological samples for return to Earth will be a major objective for any mission to a small body. Currently, the knowledge base for geology sampling in microgravity is in its infancy. Humans interacting with non-engineered surfaces in microgravity environment pose unique challenges. In preparation for such missions a team at the NASA Johnson Space Center has been working to gain experience on how to safely obtain numerous sample types in such an environment. This paper describes the type of samples the science community is interested in, highlights notable prototype work, and discusses an integrated geology sampling solution.

  13. A Geology Sampling System for Microgravity Bodies

    Science.gov (United States)

    Hood, Anthony; Naids, Adam

    2016-01-01

    Human exploration of microgravity bodies is being investigated as a precursor to a Mars surface mission. Asteroids, comets, dwarf planets, and the moons of Mars all fall into this microgravity category and some are been discussed as potential mission targets. Obtaining geological samples for return to Earth will be a major objective for any mission to a microgravity body. Currently the knowledge base for geology sampling in microgravity is in its infancy. Humans interacting with non-engineered surfaces in microgravity environment pose unique challenges. In preparation for such missions a team at the NASA Johnson Space Center has been working to gain experience on how to safely obtain numerous sample types in such an environment. This paper describes the type of samples the science community is interested in, highlights notable prototype work, and discusses an integrated geology sampling solution.

  14. U.S. Geological Survey Geologic Carbon Sequestration Assessment

    Science.gov (United States)

    Warwick, P. D.; Blondes, M. S.; Brennan, S.; Corum, M.; Merrill, M. D.

    2012-12-01

    200 SAUs have been identified within these basins. The results of the assessment are estimates of the technically accessible storage resources based on present-day geological and engineering technology related to CO2 injection into geologic formations; therefore the assessment is not of total in-place resources. Summary geologic descriptions of the evaluated basins and SAUs will be prepared, along with the national assessment results. During the coming year, these results will be released as USGS publications available from http://energy.usgs.gov. In support of these assessment activities, CO2 sequestration related research science is being conducted by members of the project. Results of our research will contribute to current and future CO2 storage assessments conducted by the USGS and other organizations. Research topics include: (a) geochemistry of CO2 interactions with subsurface environments; (b) subsurface petrophysical rock properties in relation to CO2 injection; (c) enhanced oil recovery and the potential for CO2 storage; (d) storage of CO2 in unconventional reservoirs (coal, shale, and basalt); (e) statistical aggregation of assessment results; and (f) potential risks of induced seismicity.

  15. OCEANOGRAPHY & MARINE GEOLOGY

    Institute of Scientific and Technical Information of China (English)

    2014-01-01

    <正>20141900Lan Xianhong(Key Laboratory of Marine Hydrocarbon Resources and Environmental Geology,Ministry of Land and Resources,Qingdao 266071,China);Zhang Zhixun Geochemical Characteristics of Trace Elements of Sediments from Drillhole SFK-1

  16. GEOCHRONOMETRY & ISOTOPE GEOLOGY

    Institute of Scientific and Technical Information of China (English)

    2009-01-01

    <正>20091213 Deng Xiaodong(State Key Laboratory of Geological Processes and Mineral Resources, China University of Geosciences, Wuhan 430074,China);Li Jianwei 40Ar/ 39Ar Geochronology of Weathering Crust: Significance,Problems,and Prospect(Geo-

  17. Iowa Bedrock Geology

    Data.gov (United States)

    Iowa State University GIS Support and Research Facility — The bedrock geologic map portrays the current interpretation of the distribution of various bedrock stratigraphic units present at the bedrock surface. The bedrock...

  18. HISTORICAL GEOLOGY&STRATIGRAPHY

    Institute of Scientific and Technical Information of China (English)

    2016-01-01

    20160442Bai Jianke(Xi’an Center of China Geological Survey,Xi’an 710054,China);Chen Junlu The Timing of Opening and Closure of the Mayile Oceanic Basin:Evidence from the Angular Unconformity between the Middle De-

  19. HISTORICAL GEOLOGY & STRATIGRAPHY

    Institute of Scientific and Technical Information of China (English)

    2011-01-01

    <正>20112482 Bai Ping (Guizhou Academy of Geologic Survey,Guiyang 550005,China); Xiao Jiafei Sediment and Stratum Succession Characteristic of the Last Stage of Late Triassic and Middle Jurassic in Northwest Gui

  20. QUATERNARY GEOLOGY & GEOMORPHOLOGY

    Institute of Scientific and Technical Information of China (English)

    2015-01-01

    20151144 Chen Jiaojie(Key Laboratory of Marine Sedimentology and Environmental Geology,No.1Institute of Oceanography,State Oceanic Administration,Qingdao 266061,China);Liu Yanguang Paleoenvironment Evolution of the Lake Khanka since the Last Gla-

  1. QUATERNARY GEOLOGY & GEOMORPHOLOGY

    Institute of Scientific and Technical Information of China (English)

    2011-01-01

    <正>20112526Bai Daoyuan (Hunan Institute of Geology Survey,Changsha 410011,China); Liu Bo Quaternary Tectonic-Sedimentary Characteristics and Environmental Evolution of Linli Sag,Dongting Basin (Journal of

  2. GeologicSoils_SOAG

    Data.gov (United States)

    Vermont Center for Geographic Information — GeologicSoils_SOAG includes a pre-selected subset of SSURGO soil data depicting prime agricultural soils in Vermont. The SSURGO county coverages were joined to the...

  3. Iowa Geologic Sampling Points

    Data.gov (United States)

    Iowa State University GIS Support and Research Facility — Point locations of geologic samples/files in the IGS repository. Types of samples include well cuttings, outcrop samples, cores, drillers logs, measured sections,...

  4. Economic Geology and Education

    Science.gov (United States)

    Geotimes, 1971

    1971-01-01

    Presents tabulated data of questionnaire responses from 207 colleges. More than 30 groups of data are included relating to various aspects of geology programs including enrollment, student and faculty data and courses. (PR)

  5. Economic Geology (Oil & Gas)

    Science.gov (United States)

    Geotimes, 1972

    1972-01-01

    Briefly reviews the worldwide developments in petroleum geology in 1971, including exploration, new fields, and oil production. This report is condensed from the October Bulletin of the American Association of Petroleum Geologists. (PR)

  6. Economic Geology (Oil & Gas)

    Science.gov (United States)

    Geotimes, 1972

    1972-01-01

    Briefly reviews the worldwide developments in petroleum geology in 1971, including exploration, new fields, and oil production. This report is condensed from the October Bulletin of the American Association of Petroleum Geologists. (PR)

  7. Economic Geology and Education

    Science.gov (United States)

    Geotimes, 1971

    1971-01-01

    Presents tabulated data of questionnaire responses from 207 colleges. More than 30 groups of data are included relating to various aspects of geology programs including enrollment, student and faculty data and courses. (PR)

  8. QUATERNARY GEOLOGY & GEOMORPHOLOGY

    Institute of Scientific and Technical Information of China (English)

    2005-01-01

    <正>20050939 An Chengbang (Key Lab. of Western Chinese Environment System, Ministry of Education, Lanzhou University, Lanzhou, Gansu 730000, China); Feng Zhaodong Humid Climate During 9-3. 8 KaBP in the Western Part of Chinese Loess Plateau (Marine Geology & Quaternary Geology, ISSN0256-1492, CN37-1117/P, 24 (3), 2004, p. 111-116, 3 illus. , 1 table, 40 refs. , with English abstract)

  9. OCEANOGRAPHY & MARINE GEOLOGY

    Institute of Scientific and Technical Information of China (English)

    2007-01-01

    <正>20070002 Cao Guangjie (School of Geography, Nanjing Normal University, Nanjing 210097, China); Wang Jian Sedimentary Characteristics of the Yangtze River’s Paleovalley in Nanjing since the Last Glaciation Maximum (Marine Geology & Quaternary Geology, ISSN0256-1492, CN37-1117/P, 26(1), 2006, p.23-28, 1 illus., 1 table, 16 refs.,with English abstract) Key words: buried channels, Yangtze River, Jiangsu Province

  10. GEOCHRONOMETRY & ISOTOPE GEOLOGY

    Institute of Scientific and Technical Information of China (English)

    2014-01-01

    <正>20141655 Gao Linzhi(Institute of Geology,CAGS,Beijing 100037,China);Ding Xiaozhong The Revision of the Chentangwu Formation in Neoproterozoic Stratigraphic Column:Constraints on Zircon U-Pb Dating of Tuff from the Mengshan Section in Pujiang County,Zhejiang Province(Geological Bulletin of China,ISSN1671-2552,CN11-4648/P,32(7),2013,p.988-995,5 illus.,1 plate,2 tables,24 refs.)

  11. GEOCHRONOMETRY & ISOTOPE GEOLOGY

    Institute of Scientific and Technical Information of China (English)

    2005-01-01

    <正>20050934 Chen Zhihong (Chinese Academy of Geological Sciences, Beijing 100037, China); Lu Songnian Age of the Fushui Intermediate-Mafic Intrusive Complex in the Qinling Orogen, New Zircon U - Pb and Whole -Rock Sm and Nd Isotope Chronological Evidence (Geological Bulletin of China, ISSN 1671-2552, CN11-4648/P, 23(4), 2004, p. 322-328, 3 illus. , 3 tables, 10 refs. )

  12. GEOCHRONOMETRY & ISOTOPE GEOLOGY

    Institute of Scientific and Technical Information of China (English)

    2004-01-01

    <正>20041584 Cheng Hai (Department of Geology & Geophysics, University of Minnesota, Minneapolis, United States); Lawrence, R. U/Th and U/Pa Dating of Nanjing Man, Jiangsu Province (Geological Journal of China Universities, ISSN 1006 - 7493, CN 32 -1440/P, 9(4), 2003, p. 667-677, 2 illus. , 2 tables, 28 refs. , with English abstract) Key words: Homo erectus, Nanjing, Jiangsu Province

  13. GEOCHRONOMETRY & ISOTOPE GEOLOGY

    Institute of Scientific and Technical Information of China (English)

    2007-01-01

    <正>20072068 Duo Ji(Bureau of Geology and Mineral Resources of Tibet Autonomous Region,Lhasa,Tibet 850000);Wen Chunqi Detrital Zircon of 4 100 Ma in Quartzite in Burang,Tibet(Acta Geologica Sinica(English Edition)--Journal of the Geological Society of China,ISSN1000-9515,CN11-2001/P,80(6),2006,p.954-956,2 illus.,1 table,19 refs.)

  14. GEOCHRONOMETRY&ISOTOPE GEOLOGY

    Institute of Scientific and Technical Information of China (English)

    2007-01-01

    <正>20071262 Gong Gelian(Guangzhou Institute of Geochemistry,CAS,Guangzhou 510064, China)Luminescence Dating for Environ- mental Evolution Study in Terrestrial Land, Deep Sea and Coastal Belts:A Review(Ma- rine Geology & Quaternary Geology,ISSN 0256-1492,CN37-1117/P,26(2),2006, p.133-138,2 illus.,34 refs.,with English abstract) Key words:thermoluminescent dating

  15. GEOCHRONOMETRY & ISOTOPE GEOLOGY

    Institute of Scientific and Technical Information of China (English)

    2013-01-01

    <正>20132601 Cui Yurong(Tianjin Institute of Geology and Mineral Resources,China Geological Survey,Tianjin 300170,China);Zhou Hongying In Situ LA-MC-ICP-MS U-Pb Isotopic Dating of Monazite(Acta Geoscientica Sinica,ISSN0375-5444,CN11-1856/P,33(6),2012,p.865-876,6illus.,4tables,41refs.)Key words:monazite,U-Pb dating

  16. GEOLOGICAL AND GEOTECHNICAL CITY KNOWLEDGE SYSTEM OF THE URBAN AREAS IN THE CENTRAL PART OF DENIZLI CITY

    OpenAIRE

    Kumsar, Halil; Sefer Beran ÇELİK; Kaya, Mustafa

    2004-01-01

    Geological and geotecnical investigations which are carried out at the first stage of a settlement place of a city play an important role on the development of urbanization. Engineering geology maps which are prepared by using the data of geological and geotechnical investigation guide urban plans and settlement. In this study a geological and geotechnical city information system of Denizli city (JEO-KBS) was developed by evaluating the Project data of the Geological, Geotechnical and Hydroge...

  17. ECONOMIC GEOLOGY (2)NONMETALS DEPOSITS

    Institute of Scientific and Technical Information of China (English)

    2007-01-01

    <正>20071073 Huang Tiedong(No.1 Geological Team of Xinjiang Bureau of Exploration and Mining,Changji,Xinjiang 831100,China) Formation of the Salt Lake and KNO3 Ore in the Kumishi Block-Falling Basin in Xin- jiang(Hydrogeology & Engineering Geology, ISSN1000-3665,CN11-2202/P,32(6), 2005,p.20-24,4 illus.,3 tables,8 refs.) Key words:niter,salt deposits,Xinjiang The Kumishi Basin,a Cenozoic block- falling basin,has been controlled by a dry continental climate and continuously under- went a concentration process due to evapora- tion.The rock salt began to form in the late Pliocene to Pleistocene(35 ka B.P.).The thick rock salt bodies assembled in the late Holocene(4.5 ka B.P.)because of the stable crust and the continuous dry climate.With the evolution into the dry salt lake stage,the brines occurring in the crystals further con- centrated and the liquid-phase KNO3 formed,which is overlain by K-rich rock salt.

  18. Fiscal 2000 survey of geological structures overseas. Exchange of engineers with Indonesia (Coal mining technology); 2000 nendo kaigai chishitsu kozo nado chosa hokokusho. Gijutsusha koryu jigyo (tanko gijutsu bun'ya) Indonesia

    Energy Technology Data Exchange (ETDEWEB)

    NONE

    2001-03-01

    Indonesia rich in coal resources consumed 70-million tons of coal in 1999, which covered 17% of its total energy demand. It is estimated that as much as 120-million tons will be produced in 2005, and it is expected that underground mining will increase. Under such circumstances, Indonesia strongly desires that Japan's underground mining technologies be transferred to Indonesia. For the transfer of technologies especially involving production control and management out of Japan's underground mining technologies, Japan dispatched engineers to Indonesia under a mining engineer exchange project, and received and trained Indonesian engineers. Under the engineer exchange project, five engineers were dispatched to Indonesia and gave lectures and on-site training in the period July 9 through August 5, 2000. Japan received seven engineers, who were given lectures and training at the Ikeshima mining field of Matsushima Coal Mining Company in the period November 12 through December 12, 2000. (NEDO)

  19. A novel method of photographic geological logging based on parallel image sequence in small tunnel

    Institute of Scientific and Technical Information of China (English)

    毛羽丰; 李浩; 何燕兰; 杨彪; 吴铭飞

    2016-01-01

    Small tunnels such as engineering geological exploratory tunnels and mine roadways are generally narrow, which make the existing photographic geological logging technique inapplicable. Therefore, geological logging of exploratory tunnels has always been taking the method of manual sketch work which has low efficiency and poor informatization degree of products, and it is a technical issue requiring urgent settlement for geological logging of small tunnels. This paper proposes and studies novel methods of photographic geological logging suitable for small tunnels, including image acquisition, image orientation control, image geometric correction, unfolded image map generation and geological attitude measurement, etc. Experiments show that the method can meet the precision requirement of geological logging. The novel method helps to realize the fast acquisition and processing of image-based geological logging data for small tunnels, and the forms of logging result are more abundant and more applicable to informatized management and application of geological logging data.

  20. EXPLORATION ENGINEERING

    Institute of Scientific and Technical Information of China (English)

    2012-01-01

    <正>20122758 Chen Huiming ( No.8 Geology Team of Fujian Province,Longyan 364000,China ) Application Research on Drilling Technology Process Combination for Deep Explora-tion in an Iron Mine of Fujian Province ( Exploration Engineering,ISSN1672-7428,CN11-5063 / TD,38 ( 9 ), 2011,p.6-9,8ta-bles,6refs. ) Key words:drilling in complicated formation According to the drilling technical problems in deep complex formations of the ironmine surrounding Makeng of Fujian Province ,

  1. Geological fakes and frauds

    Science.gov (United States)

    Ruffell, Alastair; Majury, Niall; Brooks, William E.

    2012-02-01

    Some geological fakes and frauds are carried out solely for financial gain (mining fraud), whereas others maybe have increasing aesthetic appeal (faked fossils) or academic advancement (fabricated data) as their motive. All types of geological fake or fraud can be ingenious and sophisticated, as demonstrated in this article. Fake gems, faked fossils and mining fraud are common examples where monetary profit is to blame: nonetheless these may impact both scientific theory and the reputation of geologists and Earth scientists. The substitution or fabrication of both physical and intellectual data also occurs for no direct financial gain, such as career advancement or establishment of belief (e.g. evolution vs. creationism). Knowledge of such fakes and frauds may assist in spotting undetected geological crimes: application of geoforensic techniques helps the scientific community to detect such activity, which ultimately undermines scientific integrity.

  2. Geology at Yucca Mountain

    Energy Technology Data Exchange (ETDEWEB)

    NONE

    1993-05-01

    Both advocates and critics disagree on the significance and interpretation of critical geological features which bear on the safety and suitability of Yucca Mountain as a site for the construction of a high-level radioactive waste repository. Critics believe that there is sufficient geological evidence to rule the site unsuitable for further investigation. Some advocates claim that there is insufficient data and that investigations are incomplete, while others claim that the site is free of major obstacles. We have expanded our efforts to include both the critical evaluations of existing geological and geochemical data and the collection of field data and samples for the purpose of preparing scientific papers for submittal to journals. Summaries of the critical reviews are presented in this paper.

  3. The geology of Ganymede

    Science.gov (United States)

    Shoemaker, E. M.; Lucchitta, B. K.; Wilhelms, D. E.; Plescia, J. B.; Squyres, S. W.

    A broad outline of the geologic history of Ganymede is presented, obtained from a first attempt to map the geology on a global scale and to interpret the characteristics of the observed geologic units. Features of the ancient cratered terrain such as craters and palimpsests, furrows and troughs, are discussed. The grooved terrain is described, including its sulci and cells, and the age relation of these units is considered along with the structure and origin of this terrain. The Gilgamesh Basin and Western Equatorial Basin in the post grooved terrain are treated, as are the bright and dark ray craters and the regolith. The development of all these regions and features is discussed in context. For the regolith, this includes the effect of water migration, sputtering, and thermal annealing. The histories of the ancient cratered terrain, the grooved terrain, and the post grooved terrain are presented.

  4. Geologic map of Mars

    Science.gov (United States)

    Tanaka, Kenneth L.; Skinner, James A.; Dohm, James M.; Irwin, Rossman P.; Kolb, Eric J.; Fortezzo, Corey M.; Platz, Thomas; Michael, Gregory G.; Hare, Trent M.

    2014-01-01

    This global geologic map of Mars, which records the distribution of geologic units and landforms on the planet's surface through time, is based on unprecedented variety, quality, and quantity of remotely sensed data acquired since the Viking Orbiters. These data have provided morphologic, topographic, spectral, thermophysical, radar sounding, and other observations for integration, analysis, and interpretation in support of geologic mapping. In particular, the precise topographic mapping now available has enabled consistent morphologic portrayal of the surface for global mapping (whereas previously used visual-range image bases were less effective, because they combined morphologic and albedo information and, locally, atmospheric haze). Also, thermal infrared image bases used for this map tended to be less affected by atmospheric haze and thus are reliable for analysis of surface morphology and texture at even higher resolution than the topographic products.

  5. HISTORICAL GEOLOGY & STRATIGRAPHY

    Institute of Scientific and Technical Information of China (English)

    2011-01-01

    <正>20111878 Cao Jie(Institute of Mineral Resources,Chinese Academy of Geological Sciences,Beijing 100037,China);Zhang Yongsheng Mineralogical Evidences and Significance of Transgression Event in the Cretaceous Basins of Eastern Heilongjiang Province,China(Geological Bulletin of China,ISSN1671-2552,CN11-4648/P,29(7),2010,p.1024-1030,8 illus.,2 tables,18 refs.)Key words:Lower Cretaceous,transgression,Heilongjiang ProvinceThe evidences of marine fossils show that multiple different scales of transgression events have occurred in the Cretaceous basins of eastern Heilongjiang Pro

  6. GEOCHRONOMETRY & ISOTOPE GEOLOGY

    Institute of Scientific and Technical Information of China (English)

    2011-01-01

    <正>20111126Ji Honglei(Institute of Hydrogeol-ogy and Environmental Geology,CAGS,Shi-jiazhuang050061,China);Zhao Hua Pre-liminary Study of Re-OSL on Water-De-posited Sediments(Seismology and Geology,ISSN0253-4967,CN11-2192/P,32(2),2010,p.320-326,4illus.,1table,10refs.)Key words:stream sediments,opticalstimulated luminescence dating,HebeiProvinceAccording to measuring the natural TT-OSL signals of the fine-grained quartzfrom both fluvial and lacustrine sediments,the dose recovery experiment and the comparison of the multiple aliquots

  7. Russian Geologic Repository Technical Papers and Reports

    Energy Technology Data Exchange (ETDEWEB)

    Jardine, L

    2002-02-18

    Lawrence Livermore National Laboratory (LLNL) has been actively and continuously engaged in Russian geologic disposal activities since 1995. The first joint US-Russian meeting on Disposition of Excess Weapons Plutonium was held in January 1995 at Los Alamos National Laboratory (LANL). The meeting resulted in the appointment of Dr. L. J. Jardine from LLNL and Dr. T. A. Gupalo from the All-Russian Research and Design Institute of Production Engineering (VNIPIPT) as the US-Russian Federation (RF) joint co-chairs for geologic disposal of plutonium-containing materials, respectively. The initial joint studies focused on the geologic disposal of plutonium-containing materials and immobilized plutonium waste forms. These studies started in 1995, and continue in 2002. The first joint work of LLNL and VNIPIPT was documented in the October 1996 Paris P8 Nuclear Experts Meeting [1]. In summary, LLNL has been actively and continuously involved in various ways since 1995 in developing and participating in the current Russian geologic disposal program activities near the Mayak and MCC K-26 sites. Figure 1 illustrates how these various LLNL activities have been integrated, coordinated, and focused on developing geologic disposal in Russia. The various LLNL contracts are shown in the figure with the specific LLNL contract number. Reference 13 provides a summary of the status in 2000 of the past Russian repository program activities for the K-26 and Mayak sites. Because of this unique continuous and direct participation in the RF geologic disposal program activities, LLNL has either obtained or generated numerous technical papers and reports documenting various aspects of the RF geologic repository activities for the two sites near the Minatom industrial sites at Mayak and K-26. As a result, LLNL decided to collect these unique documents into one referenceable set and generated this report. This report collects these technical papers, technical reports, plans, and proposals for

  8. Black Butte Lake, Stony Creek, California Geologic and Seismologic Investigation.

    Science.gov (United States)

    1986-01-01

    Geologic Harlan Miller Tate (1982) Great Valley NNE NNW Vertical Weak Lomnitz & Seismologic Bolt (1967) Margin N75E N15W Vertical Geologic Bolt et al...of Engineers, Sacramento District, California. 78 Bolt, B.A., Lomnitz , C., and McEvilly, T.V., 1968. Seismolo gical Evidence in the Tectonics of...Division of Hines and Geology Special Report 124, R.W. Sherburne and C.J. Hagne, Editors. 83 Lomnitz , C., and Bolt, B.A., 1967. Evidence of Crustal

  9. Fiscal 2000 survey of geological structures overseas. Exchange of engineers with China (Coal mining technology); 2000 nendo kaigai chishitsu kozo nado chosa hokokusho. Gijutsusha koryu jigyo (tanko gijutsu bun'ya) kenshu Chugoku

    Energy Technology Data Exchange (ETDEWEB)

    NONE

    2001-03-01

    A coal mining engineer exchange project was implemented by Japan and China for improving on coal mining engineers' production and management technologies in the Asia-Pacific region. Six engineers were dispatched to the jurisdiction of Kailuan Co., Ltd., Tangshan City, who stayed there in the period November 12 through December 2, 2000. The six engineers gave lectures and training on the coal situation in the world, coal mining technology, degassing technology, production control technology, safety management technology, management technology, and the like. Ten trainees were received, who were given lectures and training at Taiheiyo Coal Mining Corporation, Kushiro City, in the period November 12 through December 2, 2000. Coal mining technologies that were taught involved drift excavation, rock-bed excavation, rock bolting, and transportation. Production control technologies that were taught involved production control, equipment management, technology development, quality control, risk control, and management technologies. (NEDO)

  10. Fiscal 1998 overseas geological structure survey report on the engineer interchange project (coal mine technology field), Indonesia; 1998 nendo kaigai chishitsu kozo nado chosa gijutsusha koryu jigyo (tanko gijutsu bun'ya), Indonesia hokokusho

    Energy Technology Data Exchange (ETDEWEB)

    NONE

    1999-03-01

    This project aims at improvement of coal mining technology and productivity in Indonesia by Japanese production control technology and business management technology for underground coal mining, through interchange of coal engineers between Japan and Indonesia. This project is composed of the short- term and long-term dispatch project of engineers to Indonesia, and the training project of Indonesian engineers in Japan. In fiscal 1998, the short-term dispatch was made for the training in Indonesia on underground coal mine development (development planning, pit mouth selection, main gallery design, mining system selection, transport planning, ventilation planning, under-river mining, mine water proofing, drainage). The long-term dispatch was made for contact and negotiation with concerned Indonesian organizations, support of the training project, and collection of information on the trend of Indonesian economy and energy, and the present and trend of the coal industry for conducting smooth and effective engineer interchange. (NEDO)

  11. GEOCHRONOMETRY&ISOTOPE; GEOLOGY

    Institute of Scientific and Technical Information of China (English)

    2015-01-01

    20151852 Chen Longyao(Institute of Geomechanics,Chinese Academy of Geological Sciences,Beijing100081,China);Luo Yuling LA-ICP-MS U-Pb Geochronology of Detrital Zircons from the Liuling Group in the South Qinling Tectonic Belt and Its Tectonic

  12. GEOCHRONOMETRY ISOTOPE GEOLOGY

    Institute of Scientific and Technical Information of China (English)

    2004-01-01

    <正>20040631 Chen Jiangfeng (School of Earth and Space Sciences, University of Science and Technology of China, Hefei, Anhui) ; Xie Zhi Relationships Between Rb-Sr, Ar - Ar Geochronometers and Oxygen Isotopic Equilibrium of Intrusions from Eastern Anhui Province, China (Geological Journal of China Universities, ISSN 1006 - 7493, CN 32 -

  13. GEOCHRONOMETRY & ISOTOPE GEOLOGY

    Institute of Scientific and Technical Information of China (English)

    2009-01-01

    <正>20090432 Zhou Shuqing (School of Energy Resources, China University of Geosciences Beijing 100083, China); Huang Haiping Stable Isotopic Records vs. Important Events in Life Evolution and the Concurrent Environment (Geological Review, ISSN0371-5736, CN11-1952, 54(2), 2008, p.225-231, 3 illus., 1 table, 77 refs.)

  14. GEOCHRONOMETRY & ISOTOPE GEOLOGY

    Institute of Scientific and Technical Information of China (English)

    2007-01-01

    <正>20072750 Huang Sijing(State Key Laboratory of Oil/Gas Reservoir Geology and Exploitation,Chengdu University of Technology,Chengdu 610059,China);Pei Changrong Age Calibration for the Boundary between Lower and Middle Triassic by Strontium Isotope Stratigraphy in Eastern Sichuan Province

  15. Geology en Espanol

    Science.gov (United States)

    McGehee, Richard V.

    1973-01-01

    Describes a program in which an introductory geology class was conducted in Spanish at Western Michigan University. Although difficulties were encountered, the author evaluated the program as a great success, and a valuable experience for the person who wants to be effectively bilingual in his profession. (JR)

  16. QUATERNARY GEOLOGY & GEOMORPHOLOGY

    Institute of Scientific and Technical Information of China (English)

    2007-01-01

    <正>20072079 Cui Zhongxie(Yanbian Seismology Bureau of Jilin Province,Yanji,Jilin 133001);Liu Jiaqi Historical Records about the Extensive Eruptions of the Tianchi Volcano in Changbai Mountains during A.D.1014~1019(Geological Review,ISSN0371-5736,CN11-1952,52(5),2006,p.624-627,13 refs.)Key words:eruptions,Changbai Mountains

  17. HISTORICAL GEOLOGY&STRATIGRAPHY;

    Institute of Scientific and Technical Information of China (English)

    2015-01-01

    20151823 Cai Xiyao(Petroleum Exploration and Production Research Institute,SINOPEC,Beijing100083,China);Dou Liwei Classification and Correlation of Cambrian in Eastern Tarim Basin(Petroleum Geology&Experiment;,ISSN1001-6112,CN32-1151/TE,36(5),2014,p.539-545,3illus.,1table,

  18. HISTORICAL GEOLOGY & STRATIGRAPHY

    Institute of Scientific and Technical Information of China (English)

    2013-01-01

    <正>20131708 Cai Xiyao(Research Institute of Exploration&Production,SINOPEC,Beijing100083,China);Jin Xianmei The Stratigraphic Classification and Correlation of Jurassic in Caohu Depression,Tarim Basin(Xinjiang Geology,ISSN1000-8845,CN65-1092/P,30(3),2012,p.287-291,2illus.,1table,10refs.)

  19. HISTORICAL GEOLOGY & STRATIGRAPHY

    Institute of Scientific and Technical Information of China (English)

    2014-01-01

    <正>20142287Cao Changqun(State Key Laboratory of Paleobiology and Stratigraphy,Nanjing Institute of Geology and Palaeontology,CAS,Nanjing 210008,China);Zhang Mingyuan The Permian Capitanian Stratigraphy at the Rencunping Section,Sangzhi County of Hunan Province and Its Environmental Implications

  20. HISTORICAL GEOLOGY & STRATIGRAPHY

    Institute of Scientific and Technical Information of China (English)

    2004-01-01

    <正>20042202 Chen Gang (Department of Geology, Northwest University, Xi’an, Shaanxi); Zhao Zhongyuan Natural of Pre-Mesozoic Tectono-Lithostratigraphic Units of North -Huaiyang Belt and Implication for Tectonic Evolution (Journal of Northwest University (Natural Science Edition), ISSN 1000-274X, CN61-1072/N, 33(5), 2003, p. 595 -598, 1 table, 14 refs. )