02407oam 2200637 450 991070627880332120171005095610.0(CKB)5470000002455647(OCoLC)891600037(OCoLC)995470000002455647(EXLCZ)99547000000245564720140929d1958 ua 0engurmn|||||||||txtrdacontentcrdamediacrrdacarrierTest wells, Gubik area, Alaska /by Florence M. Robinson; with Micropaleontologic study of the Gubik test wells, northern Alaska, by Harlan R. BerquistWashington :United States Department of the Interior, Geological Survey,1958.1 online resource (iii, 58 pages) illustrations, maps +3 platesGeological Survey professional paper ;305-CTitle from title screen (viewed September 26, 2014)."Exploration of Naval Petroleum Reserve no 4 and adjacent areas, northern Alaska, 1944-53.""Part 5, subsurface geology and engineering data.""Prepared and published at the request of and in cooperation with the U.S. Department of the Navy, Office of Naval Petroleum and Oil Shale Reserves."Includes bibliographical references and index.Foraminifera, FossilAlaskaMicropaleontologyAlaskaPaleontologyAlaskaPetroleumAlaskaForaminifera, FossilfastMicropaleontologyfastPaleontologyfastPetroleumfastAlaskafastForaminifera, FossilMicropaleontologyPaleontologyPetroleumForaminifera, Fossil.Micropaleontology.Paleontology.Petroleum.Robinson Florence M(Florence Marie),1921-1403135Bergquist Harlan R(Harlan Richard),1908-Geological Survey (U.S.),United States.Office of Naval Petroleum and Oil Shale Reserves,COPCOPOCLCOOCLCFGPOBOOK9910706278803321Test wells, Gubik area, Alaska3494637UNINA05652nam 2200673 450 99621789310331620230725054435.03-433-60146-11-283-43212-997866134321241-62198-080-43-433-60093-73-433-60147-X(CKB)2550000000079602(EBL)837576(SSID)ssj0000640421(PQKBManifestationID)11408207(PQKBTitleCode)TC0000640421(PQKBWorkID)10627890(PQKB)11658951(MiAaPQ)EBC837576(MiAaPQ)EBC6735697(Au-PeEL)EBL6735697(OCoLC)775438819(EXLCZ)99255000000007960220220625d2011 uy 0engur|n|---|||||txtccrRecommendations for design and analysis of earth structures using geosynthetic reinforcements - EBGEO /Deutsche Gesellschaft für Geotechnik ; translation by Alan JohnsonBerlin, Germany :Wilhelm Ernst & Sohn, Verlag für Architektur und technische Wissenschaften,[2011]©20111 online resource (340 p.)Translation of the 2nd German edition.3-433-02983-0 Includes bibliographical references.Title Page; Preface to the English edition; Notes for the User; 1 Introduction to the Recommendations and their Application Principles; 1.1 National and International Regulations; 1.2 Types of Analysis and Limit States using the Partial Safety Factor Approach; 1.2.1 New Standards Generation and Transitional Regulations; 1.2.2 Effects and Resistances; 1.2.3 Limit States; 1.2.4 Applying EBGEO in Conjunction with DIN EN 1997-1; 1.3 Examples of Reinforced Earth Structures; 1.4 General Definitions Reinforced fill or reinforced earth structures; 2 Demands on Materials; 2.1 Soil2.1.1 Ground Investigation2.1.2 Fill Soil; 2.1.2.1 Soil Mechanics Demands; 2.1.2.1.1 Predominantly Statically Loaded Structures; 2.1.2.1.2 Predominantly Dynamically Loaded Structures; 2.1.2.2 Soil Chemistry Demands; 2.1.2.3 Execution; 2.1.3 Back-fill and Cover-fill Soils; 2.2 Geosynthetics; 2.2.1 General Recommendations; 2.2.2 Raw Materials; 2.2.3 Product Properties and Demands; 2.2.4 Testing and Reduction Factors; 2.2.4.1 General Recommendations; 2.2.4.2 Product Identification (DIN EN ISO 10320); 2.2.4.3 Mass Per Unit Area (DIN EN ISO 9864); 2.2.4.4 Short-term Load-Extenson Behaviour2.2.4.4.1 Tensile Strength and Strain (DIN EN ISO 10319)2.2.4.4.2 Axial Stiffness; 2.2.4.4.3 Uniaxial and Biaxial Reinforcement; 2.2.4.4.4 Serviceability Limit State/Strain Behaviour; 2.2.4.5 Long-term Load-Extension Behaviour (Creep Rupture, Creep); 2.2.4.5.1 General Recommendations; 2.2.4.5.2 Determining Reduction Factor A1 from Creep Testing; 2.2.4.5.3 Reduction Factor A1 for Creep Failure Behaviour; 2.2.4.5.4 Identifying Long-term Strain Behaviour by Evaluating Isochrones; 2.2.4.6 Resistance to Mechanical Damage During Installation 2.2.4.6.1 General Recommendations2.2.4.6.1 General Recommendations2.2.4.6.2 Reduction Factor A2 for Damage to Geosynthetics During Transportation, Installation and Compaction; 2.2.4.6.3 In-situ Testing; 2.2.4.6.4 Laboratory Testing (DIN EN ISO 10722); 2.2.4.7 Joins and Connections; 2.2.4.7.1 General Recommendations; 2.2.4.7.2 Reduction Factor A3 for Junctions, Joins, Seams and Connections to Other Structural Elements; 2.2.4.7.3 Determining the Reduction Factor A3 by Testing; 2.2.4.8 Chemical Resistance; 2.2.4.8.1 Reduction Factor A4 for Environmental Chemical Impacts; 2.2.4.8.2 Determining Chemical Resistance by Testing2.2.4.9 Additional Environmental Impacts2.2.4.9.1 Microbiological Resistance; 2.2.4.9.2 Biological Resistance and Vandalism; 2.2.4.9.3 Weathering Resistance (UV Resistance); 2.2.4.10 Effects of Predominantly Dynamic Actions; 2.2.4.10.1 Reduction Factor A5 for Predominantly Dynamic Actions; 2.2.4.10.2 Determining the Reduction Factor A5 for Predominantly Dynamic Actions by Testing; 2.2.4.11 Friction and Composite Behaviour; 2.2.4.11.1 General Recommendations; 2.2.4.11.2 Determining Composite Coefficients by Testing; 2.3 Bibliography; 3 Analysis Principles; 3.1 General Principles3.2 Allocation of Geosynthetic-reinforced Structures to Geotechnical CategoriesThe completely revised and extended Recommendations deal with all questions relevant to the planning and dimensioning of geosynthetics-reinforced earth structures. In addition to the demands on materials and analysis principles, the applications of geosynthetics in a range of foundation systems, ground improvement measures, highways engineering projects, in slopes and retaining structures, and in landfill engineering are discussed.The Recommendations have been supplemented by the following sections:- reinforced earth structures over point or linear bearing elements,- foundationGeosyntheticsResearchEngineering geologyResearchGeosyntheticsResearch.Engineering geologyResearch.624.15Johnson Alan(Translator),Deutsche Gesellschaft für Geotechnik,MiAaPQMiAaPQMiAaPQBOOK996217893103316Recommendations for design and analysis of earth structures using geosynthetic reinforcements - EBGEO2884997UNISA