GSP 200 contains 41 papers presented at sessions of GeoShanghai 2010, held in Shanghai, China, June 3-5, 2010.<\/p>\n
| PDF Pages<\/th>\n | PDF Title<\/th>\n<\/tr>\n | ||||||
|---|---|---|---|---|---|---|---|
| 1<\/td>\n | Cover <\/td>\n<\/tr>\n | ||||||
| 6<\/td>\n | Contents <\/td>\n<\/tr>\n | ||||||
| 10<\/td>\n | Soil Behavior One-Dimensional Consolidation of Saturated Clays under Time-Dependent Loadings Considering Non-Darcy Flow <\/td>\n<\/tr>\n | ||||||
| 17<\/td>\n | Applications of Adaptive Time Stepping in Analysis of Biot Consolidation <\/td>\n<\/tr>\n | ||||||
| 23<\/td>\n | A Calculation Method of Secondary Compression Index for Natural Sedimentary Clays Using Void Index <\/td>\n<\/tr>\n | ||||||
| 31<\/td>\n | Compressibility Behavior of Soft Clay Sediments <\/td>\n<\/tr>\n | ||||||
| 37<\/td>\n | Strain Softening and Instability of Loose Sand in Plane-Strain Compression Tests <\/td>\n<\/tr>\n | ||||||
| 44<\/td>\n | A Case Study of Undrained Shear Strength Evaluation from In Situ Tests in Soft Louisiana Soils <\/td>\n<\/tr>\n | ||||||
| 52<\/td>\n | Critical State Parameters of Kentucky Clay <\/td>\n<\/tr>\n | ||||||
| 59<\/td>\n | Comparison in Mechanical Behavior between Undisturbed and Reconstituted Shanghai Soft Clay <\/td>\n<\/tr>\n | ||||||
| 65<\/td>\n | Correlation between Different Physical and Engineering Properties of Tropical Peat Soils from Sarawak <\/td>\n<\/tr>\n | ||||||
| 71<\/td>\n | Comparison of Laboratory and Field Moduli of Compacted Geo-Materials <\/td>\n<\/tr>\n | ||||||
| 77<\/td>\n | Characterization of Compacted Loess by Electrical Resistivity Method <\/td>\n<\/tr>\n | ||||||
| 83<\/td>\n | The Ultimate Uplift Capacity of Multi-Plate Anchors in Undrained Clay <\/td>\n<\/tr>\n | ||||||
| 89<\/td>\n | Constitutive Modeling Vertical Stress under Point Load on Cross-Anisotropic Elastic Half-Space with Reduced Parameter Material Model <\/td>\n<\/tr>\n | ||||||
| 95<\/td>\n | Calibration of 3-D Failure Criteria for Soils Using Plane Strain Shear Strength Data <\/td>\n<\/tr>\n | ||||||
| 101<\/td>\n | Improvement of Thermomechanical Model for Soil and Its FEM Analysis <\/td>\n<\/tr>\n | ||||||
| 110<\/td>\n | A Three-Dimensional Unified Hardening Model for Anisotropic Soils <\/td>\n<\/tr>\n | ||||||
| 118<\/td>\n | A Two Yielding Surface Elasto-Plastic Model with Consideration of Grain Breakage <\/td>\n<\/tr>\n | ||||||
| 126<\/td>\n | Modification of Subloading t[sub(ij)] Model for Soft Rock <\/td>\n<\/tr>\n | ||||||
| 132<\/td>\n | A Rate-Dependent Constitutive Model for Sand and Its FEM Application <\/td>\n<\/tr>\n | ||||||
| 141<\/td>\n | A Double Modified Plastic Work-Hardening Constitutive Model for Sand under Plane-Strain Conditions <\/td>\n<\/tr>\n | ||||||
| 149<\/td>\n | Clay Subjected to Cyclic Loading: Constitutive Model and Time Homogenization Technique <\/td>\n<\/tr>\n | ||||||
| 155<\/td>\n | Modeling Anisotropic, Debonding, and Viscous Behaviors of Natural Soft Clays <\/td>\n<\/tr>\n | ||||||
| 161<\/td>\n | On the Modeling of Anisotropy and Destructuration of Shanghai Soft Clay <\/td>\n<\/tr>\n | ||||||
| 169<\/td>\n | Hypoplastic Model for Simulation of Deformation Characteristics of Bangkok Soft Clay with Different Stress Paths <\/td>\n<\/tr>\n | ||||||
| 175<\/td>\n | Geo-Micromechanics Role of Microstructure in the Mechanical Behaviour of Clay <\/td>\n<\/tr>\n | ||||||
| 181<\/td>\n | A Microstructural Approach for Modeling the Mechanical Behavior of Structured Clays <\/td>\n<\/tr>\n | ||||||
| 187<\/td>\n | Engineering Properties and Micro-Structural Characteristics of Cohesive Soil in the Interactive Marine and Terrestrial Deposit <\/td>\n<\/tr>\n | ||||||
| 195<\/td>\n | Investigating the Microstructure of Compacted Crushed Callovo-Oxfordian Argillite <\/td>\n<\/tr>\n | ||||||
| 201<\/td>\n | Analytical Solution and Numerical Simulation of Shear Bands along Different Stress Paths in Three-Dimensional Stress State <\/td>\n<\/tr>\n | ||||||
| 207<\/td>\n | Comparative Modeling of Shear Localization in Granular Bodies with FEM and DEM <\/td>\n<\/tr>\n | ||||||
| 213<\/td>\n | A Micro-Mechanical Simulation of Sand Liquefaction Behavior by DEM <\/td>\n<\/tr>\n | ||||||
| 221<\/td>\n | Study on the Deformation of Loose Sand under Cyclic Loading by DEM Simulation <\/td>\n<\/tr>\n | ||||||
| 229<\/td>\n | Three-Dimensional DEM Modeling of Triaxial Compression of Sands <\/td>\n<\/tr>\n | ||||||
| 236<\/td>\n | 3D Modeling of Piping Mechanism Using Distinct Element Method <\/td>\n<\/tr>\n | ||||||
| 243<\/td>\n | A Coupled Micro-Macro Method for Pile Penetration Analysis <\/td>\n<\/tr>\n | ||||||
| 249<\/td>\n | Model Test and PFC[sup(2D)] Numerical Analysis on Soil Arching Effects Surrounding Passive Laterally Loaded Piles <\/td>\n<\/tr>\n | ||||||
| 256<\/td>\n | Method to Evaluate the Shear Strength of Granular Material with Large Particles <\/td>\n<\/tr>\n | ||||||
| 264<\/td>\n | Experiments on a Calcareous Rockfill Using a Large Triaxial Cell <\/td>\n<\/tr>\n | ||||||
| 270<\/td>\n | Investigation of Mechanical Response Induced in Dynamic Compaction of Sandy Soils with PFC[sup(2D)] <\/td>\n<\/tr>\n | ||||||
| 278<\/td>\n | Local Deformation of Compacted Soil in Triaxial Compression Tests Using PIV Analysis <\/td>\n<\/tr>\n | ||||||
| 284<\/td>\n | The SEM Analysis of Rock-Soil Mini-Structure after Saturation <\/td>\n<\/tr>\n | ||||||
| 290<\/td>\n | Indexes Author Index A B C D F H I J K L M N O P Q <\/td>\n<\/tr>\n | ||||||
| 291<\/td>\n | R S T V W X Y Z <\/td>\n<\/tr>\n | ||||||
| 292<\/td>\n | Subject Index A B C D E F G H I K L M N P R S <\/td>\n<\/tr>\n | ||||||
| 293<\/td>\n | T U V Y <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":" Soil Behavior and Geo-Micromechanics<\/b><\/p>\n |