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ASCE 9780784411032 2010

$44.42

Experimental and Applied Modeling of Unsaturated Soils

Published By Publication Date Number of Pages
ASCE 2010 235
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GSP 202 contains 28 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
8 Part I: General Characterization and Constitutive Behavior
Retention Properties and Compressibility of a Compacted Soil
17 Model for Prediction of Shear Strength with Respect to Degree of Saturation
24 Simple Modeling of Stress-Strain Relation for Unsaturated Soil
33 Effect of Stress Paths on Shear Strength Response of Unsaturated Gassy Sand from Hangzhou Metro Project
39 A Novel Suction-Controlled Ring Shear Testing Apparatus for Unsaturated Soils
47 Modeling Unsaturated Soil Behavior under Multiaxial Stress Paths Using a Refined Suction-Controlled Cubical Test Cell
55 Effect of Saturation on Cyclic Volumetric Change of Compacted Silty Sands
61 Wetting and Drying Unsaturated Soil Moisture Diffusivity Parameters
67 Influence of Initial Water Content on the Collapsibility of Loess
76 Treatment of Collapsible Soils by Salts Using the Double Consolidation Method
86 Soil Water Characteristic Curve Parameters of Compacted Lateritic Soil Treated with Bagasse Ash
95 Variations in Soil Water Characteristic Curves of Lateritic Soil Treated with Bentonite
103 Analytical Solution of the Barcelona Basic Model
111 Fundamentals of Unsaturated Soil Modelling: Have We Got It Right?
126 Elastoplastic Modelling of Hydraulic and Mechanical Behaviour of Unsaturated Expansive Soils
135 Part II: Applied Modeling and Analyses
Effect of Slope Terrain on Distribution of Matric Suction in Unsaturated Slopes Subjected to Rainfall
144 Three-Dimensional Slope Stability Analysis of Unsaturated Soil Slopes Subject to Reservoir Water Level Fluctuations
151 Effect of Environmental Conditions on Stability of an Unsaturated Soil Slope
159 Failure Mechanism of Unsaturated Volcanic Slopes Due to Rainfall and Freeze-Thaw Actions
166 Centrifuge Model Tests of Slopes with Weak Layer under Rainfall
173 Development of Shrinkage Model for Clays Based on Moisture Variation
180 Slope Stability Analysis of Railway Embankments Considering the Effects of Vegetation and Capillarity
188 Stabilization of Embankment on Expansive Soil—A Case Study
197 An Empirical Method for Predicting Foundation Heave Rate in Expansive Soil
204 Effect of Water Sources on Water Migration in the Vadose Zone
211 Signal Processing of Water Level Fluctuations in a Sloping Sandy Beach Modeled in a Laboratory Wave Canal
218 Non-Destructive Measurements of Unsaturated Seepage Flow Using Surface Ground-Penetrating Radar
225 Unified Solutions for Unsaturated Soil Shear Strength and Active Earth Pressure
232 Indexes
Author Index
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233 V
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234 Subject Index
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235 U
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ASCE 9780784411032 2010
$44.42