05652nam 2200673 a 450 991045624370332120200520144314.01-68015-593-80-7844-7340-4(CKB)2480000000004961(EBL)3115494(SSID)ssj0000541417(PQKBManifestationID)12196357(PQKBTitleCode)TC0000541417(PQKBWorkID)10508976(PQKB)10865114(MiAaPQ)EBC3115494(Au-PeEL)EBL3115494(CaPaEBR)ebr10475951(OCoLC)742513416(EXLCZ)99248000000000496120100407d2010 uy 0engur|n|---|||||txtccrSoil behavior and geo-micromechanics[electronic resource] proceedings of sessions of GeoShanghai 2010, June 3-5, 2010, Shanghai, China /edited by Roger Meier, Andrew Abbo, Linbing WangReston, Va. American Society of Civil Engineers Geo-Institutec20101 online resource (293 p.)Geotechnical special publication ;no. 200"Hosted by Tongji University; Shanghai Society of Civil Engineering, China; Chinese Institution of Soil Mechanics and Geotechnical Engineering, China ; in cooperation with Alaska University Transportation Center, USA; ASCE Geo-Institute, USA; Deep Foundation Institute, USA; East China Architectural Design & Research Institute Company, China; Georgia Institute of Technology, USA; Nagoya Institute of Technology, Japan; Transportation Research Board (TRB), USA; The University of Newcastle, Australia; The University of Illinois at Urbana-Champaign, USA, The University of Kansas, USA, The University of Tennessee, USA; Vienna University of Natural Resources and Applied Life Sciences, Austria."0-7844-1101-8 Includes bibliographical references and indexes.""Cover""; ""Contents""; ""Soil Behavior""; ""One-Dimensional Consolidation of Saturated Clays under Time-Dependent Loadings Considering Non-Darcy Flow""; ""Applications of Adaptive Time Stepping in Analysis of Biot Consolidation""; ""A Calculation Method of Secondary Compression Index for Natural Sedimentary Clays Using Void Index""; ""Compressibility Behavior of Soft Clay Sediments""; ""Strain Softening and Instability of Loose Sand in Plane-Strain Compression Tests""; ""A Case Study of Undrained Shear Strength Evaluation from In Situ Tests in Soft Louisiana Soils""""Critical State Parameters of Kentucky Clay""""Comparison in Mechanical Behavior between Undisturbed and Reconstituted Shanghai Soft Clay""; ""Correlation between Different Physical and Engineering Properties of Tropical Peat Soils from Sarawak""; ""Comparison of Laboratory and Field Moduli of Compacted Geo-Materials""; ""Characterization of Compacted Loess by Electrical Resistivity Method""; ""The Ultimate Uplift Capacity of Multi-Plate Anchors in Undrained Clay""; ""Constitutive Modeling""""Vertical Stress under Point Load on Cross-Anisotropic Elastic Half-Space with Reduced Parameter Material Model""""Calibration of 3-D Failure Criteria for Soils Using Plane Strain Shear Strength Data""; ""Improvement of Thermomechanical Model for Soil and Its FEM Analysis""; ""A Three-Dimensional Unified Hardening Model for Anisotropic Soils""; ""A Two Yielding Surface Elasto-Plastic Model with Consideration of Grain Breakage""; ""Modification of Subloading t[sub(ij)] Model for Soft Rock""; ""A Rate-Dependent Constitutive Model for Sand and Its FEM Application""""A Double Modified Plastic Work-Hardening Constitutive Model for Sand under Plane-Strain Conditions""""Clay Subjected to Cyclic Loading: Constitutive Model and Time Homogenization Technique""; ""Modeling Anisotropic, Debonding, and Viscous Behaviors of Natural Soft Clays""; ""On the Modeling of Anisotropy and Destructuration of Shanghai Soft Clay""; ""Hypoplastic Model for Simulation of Deformation Characteristics of Bangkok Soft Clay with Different Stress Paths""; ""Geo-Micromechanics""; ""Role of Microstructure in the Mechanical Behaviour of Clay""""A Microstructural Approach for Modeling the Mechanical Behavior of Structured Clays""""Engineering Properties and Micro-Structural Characteristics of Cohesive Soil in the Interactive Marine and Terrestrial Deposit""; ""Investigating the Microstructure of Compacted Crushed Callovo-Oxfordian Argillite""; ""Analytical Solution and Numerical Simulation of Shear Bands along Different Stress Paths in Three-Dimensional Stress State""; ""Comparative Modeling of Shear Localization in Granular Bodies with FEM and DEM""; ""A Micro-Mechanical Simulation of Sand Liquefaction Behavior by DEM""""Study on the Deformation of Loose Sand under Cyclic Loading by DEM Simulation""Geotechnical special publication ;no. 200.Soil mechanicsCongressesSoil micromorphologyCongressesElectronic books.Soil mechanicsSoil micromorphology624.1/5136Meier Roger(Roger W.)965332Abbo Andrew965333Wang Linbing1963-915750American Society of Civil Engineers.GeoShanghai International ConferenceMiAaPQMiAaPQMiAaPQBOOK9910456243703321Soil behavior and geo-micromechanics2190245UNINA