LEADER 05652nam 2200673 a 450 001 9910456243703321 005 20200520144314.0 010 $a1-68015-593-8 010 $a0-7844-7340-4 035 $a(CKB)2480000000004961 035 $a(EBL)3115494 035 $a(SSID)ssj0000541417 035 $a(PQKBManifestationID)12196357 035 $a(PQKBTitleCode)TC0000541417 035 $a(PQKBWorkID)10508976 035 $a(PQKB)10865114 035 $a(MiAaPQ)EBC3115494 035 $a(Au-PeEL)EBL3115494 035 $a(CaPaEBR)ebr10475951 035 $a(OCoLC)742513416 035 $a(EXLCZ)992480000000004961 100 $a20100407d2010 uy 0 101 0 $aeng 135 $aur|n|---||||| 181 $ctxt 182 $cc 183 $acr 200 10$aSoil behavior and geo-micromechanics$b[electronic resource] $eproceedings of sessions of GeoShanghai 2010, June 3-5, 2010, Shanghai, China /$fedited by Roger Meier, Andrew Abbo, Linbing Wang 210 $aReston, Va. $cAmerican Society of Civil Engineers $cGeo-Institute$dc2010 215 $a1 online resource (293 p.) 225 1 $aGeotechnical special publication ;$vno. 200 300 $a"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." 311 $a0-7844-1101-8 320 $aIncludes bibliographical references and indexes. 327 $a""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"" 327 $a""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"" 327 $a""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"" 327 $a""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"" 327 $a""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"" 327 $a""Study on the Deformation of Loose Sand under Cyclic Loading by DEM Simulation"" 410 0$aGeotechnical special publication ;$vno. 200. 606 $aSoil mechanics$vCongresses 606 $aSoil micromorphology$vCongresses 608 $aElectronic books. 615 0$aSoil mechanics 615 0$aSoil micromorphology 676 $a624.1/5136 701 $aMeier$b Roger$g(Roger W.)$0965332 701 $aAbbo$b Andrew$0965333 701 $aWang$b Linbing$f1963-$0915750 712 02$aAmerican Society of Civil Engineers. 712 12$aGeoShanghai International Conference 801 0$bMiAaPQ 801 1$bMiAaPQ 801 2$bMiAaPQ 906 $aBOOK 912 $a9910456243703321 996 $aSoil behavior and geo-micromechanics$92190245 997 $aUNINA