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

• Pubblicazione: Reston, Va., : American Society of Civil Engineers, : Geo-Institute, c2010
• Descrizione fisica: 1 online resource (293 p.)
• Disciplina: 624.1/5136
• Soggetto topico: Soil mechanics; Soil micromorphology
• Soggetto genere / forma: Electronic books.
• Altri autori: MeierRoger (Roger W.) AbboAndrew WangLinbing <1963->
• 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."
• Nota di bibliografia: Includes bibliographical references and indexes.
• Nota di contenuto: ""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""
• Titolo autorizzato: Soil behavior and geo-micromechanics
• ISBN: 1-68015-593-8; 0-7844-7340-4
• Formato: Materiale a stampa
• Livello bibliografico: Monografia
• Lingua di pubblicazione: Inglese
• Record Nr.: 9910456243703321
• Lo trovi qui: Univ. Federico II
• Serie: Geotechnical special publication ; ; no. 200.