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[null,"1.","Record Nr.",null,"UNINA9910456243703321"]
[null,null,"Titolo",null,"Soil 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 Wang"]
[null,null,"Pubbl/distr/stampa",null,"Reston, Va., : American Society of Civil Engineers, : Geo-Institute, c2010"]
[null,null,"ISBN",null,"1-68015-593-8"]
[{"$nulls":4},"0-7844-7340-4"]
[null,null,"Descrizione fisica",null,"1 online resource (293 p.)"]
[null,null,"Collana",null,"Geotechnical special publication ; ; no. 200"]
[null,null,"Disciplina",null,"624.1/5136"]
[null,null,"Soggetti",null,"Soil mechanics"]
[{"$nulls":4},"Soil micromorphology"]
[{"$nulls":4},"Electronic books."]
[null,null,"Lingua di pubblicazione",null,"Inglese"]
[null,null,"Formato",null,"Materiale a stampa"]
[null,null,null,"Livello bibliografico","Monografia"]
[null,null,null,"Note generali","\"Hosted by Tongji University; Shanghai Society of Civil Engineering, China; Chinese Institution of Soil Mechanics and Geotechnical Engineering, China ; in cooperation with Alaska University Transportation Center, USA; ASCE Geo-Institute, USA; Deep Foundation Institute, USA; East China Architectural Design & Research Institute Company, China; Georgia Institute of Technology, USA; Nagoya Institute of Technology, Japan; Transportation Research Board (TRB), USA; The University of Newcastle, Australia; The University of Illinois at Urbana-Champaign, USA, The University of Kansas, USA, The University of Tennessee, USA; Vienna University of Natural Resources and Applied Life Sciences, Austria.\""]
[null,null,null,"Nota di bibliografia","Includes bibliographical references and indexes."]
[null,null,"Nota di contenuto",null,"\"\"Cover\"\"; \"\"Contents\"\"; \"\"Soil Behavior\"\"; \"\"One-Dimensional Consolidation of Saturated Clays under Time-Dependent Loadings Considering Non-Darcy Flow\"\"; \"\"Applications of Adaptive Time Stepping in Analysis of Biot Consolidation\"\"; \"\"A Calculation Method of Secondary Compression Index for Natural Sedimentary Clays Using Void Index\"\"; \"\"Compressibility Behavior of Soft Clay Sediments\"\"; \"\"Strain Softening and Instability of Loose Sand in Plane-Strain Compression Tests\"\"; \"\"A Case Study of Undrained Shear Strength Evaluation from In Situ Tests in Soft Louisiana Soils\"\""]
[{"$nulls":4},"\"\"Critical State Parameters of Kentucky Clay\"\"\"\"Comparison in Mechanical Behavior between Undisturbed and Reconstituted Shanghai Soft Clay\"\"; \"\"Correlation between Different Physical and Engineering "]
[{"$nulls":4},"Properties of Tropical Peat Soils from Sarawak\"\"; \"\"Comparison of Laboratory and Field Moduli of Compacted Geo-Materials\"\"; \"\"Characterization of Compacted Loess by Electrical Resistivity Method\"\"; \"\"The Ultimate Uplift Capacity of Multi-Plate Anchors in Undrained Clay\"\"; \"\"Constitutive Modeling\"\""]
[{"$nulls":4},"\"\"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\"\""]
[{"$nulls":4},"\"\"A Double Modified Plastic Work-Hardening Constitutive Model for Sand under Plane-Strain Conditions\"\"\"\"Clay Subjected to Cyclic Loading: Constitutive Model and Time Homogenization Technique\"\"; \"\"Modeling Anisotropic, Debonding, and Viscous Behaviors of Natural Soft Clays\"\"; \"\"On the Modeling of Anisotropy and Destructuration of Shanghai Soft Clay\"\"; \"\"Hypoplastic Model for Simulation of Deformation Characteristics of Bangkok Soft Clay with Different Stress Paths\"\"; \"\"Geo-Micromechanics\"\"; \"\"Role of Microstructure in the Mechanical Behaviour of Clay\"\""]
[{"$nulls":4},"\"\"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\"\""]
[{"$nulls":4},"\"\"Study on the Deformation of Loose Sand under Cyclic Loading by DEM Simulation\"\""]