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ASCE 9780784411018 2010

ASCE 9780784411018 2010

$44.42

Soil Behavior and Geo-Micromechanics

Published By Publication Date Number of Pages
ASCE 2010 293
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GSP 200 contains 41 papers presented at sessions of GeoShanghai 2010, held in Shanghai, China, June 3-5, 2010.

PDF Catalog

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

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ASCE 9780784411018 2010
$44.42