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Soil behavior and geo-micromechanics : proceedings of sessions of GeoShanghai 2010, June 3-5, 2010, Shanghai, China /
Soil Behavior and Geo-Micromechanics contains 41 papers addressing many different areas of soil behavior, constitutive modeling, and geo-micromechanics. The papers in this Geotechnical Special Publication range from experimental studies of soil shear strength and compressibility to theoretical advan...
| Clasificación: | Libro Electrónico |
|---|---|
| Autores Corporativos: | , |
| Otros Autores: | , , |
| Formato: | Electrónico Congresos, conferencias eBook |
| Idioma: | Inglés |
| Publicado: |
Reston, Va. :
American Society of Civil Engineers : Geo-Institute,
©2010.
|
| Colección: | Geotechnical special publication ;
no. 200. |
| Temas: | |
| Acceso en línea: | Texto completo |
Tabla de Contenidos:
- 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 ClayComparison 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 ModelCalibration 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 ConditionsClay 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 ClaysEngineering 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