Soil behavior and geo-micromechanics : proceedings of the GeoShanghai 2010 International Conference, June 3-5, 2010, Shanghai, China

Content: 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 --
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 tij 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 --
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 & 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 --
Three-Dimensional DEM Modeling of Triaxial Compression of Sands --
3D Modeling of Piping Mechanism Using Distinct Element Method --
A Coupled Micro-Macro Method for Pile Penetration Analysis --
Model Test and PFC2D Numerical Analysis on Soil Arching Effects Surrounding Passive Laterally Loaded Piles --
Method to Evaluate the Shear Strength of Granular Material with Large Particles --
Experiments on a Calcareous Rockfill Using a Large Triaxial Cell --
Investigation of Mechanical Response Induced in Dynamic Compaction of Sandy Soils with PFC2D --
Local Deformation of Compacted Soil in Triaxial Compression Tests Using PIV Analysis --
The SEM Analysis of Rock-Soil Mini-Structure after Saturation.