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ASCE 9780784410448 2009

ASCE 9780784410448 2009

$35.75

Recent Advancement in Soil Behavior. In Situ Test Methods, Pile Foundations, and Modeling

Published By Publication Date Number of Pages
ASCE 2009 303
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GSP 192 contains 44 selected papers presented at 2009 GeoHunan International Conference, Challenges and Recent Advances in Pavement Technologies and Transportation Geotechnics, held in Changsha, Hunan, China, August 3-6, 2009.

PDF Catalog

PDF Pages PDF Title
1 Cover
10 Contents
14 Soil Behavior and Laboratory Testing
Swelling Behavior of Compacted Expansive Soils
20 Research on Applying Glass Fiber Cement Soil to Strengthen Soft Soil Subgrade
27 Study on the Strength Mechanism of Coarse-Grained Soil Influenced by Clay Content Based on Laboratory Test
33 SEM Microstructure and Chemical Foamed-Soil Modification Tests for Swelling Red Strata in Subway Shield Tunneling Engineering
40 Experimental Study on K[sub(0)] Consolidation Behavior of Recompacted Unsaturated Expansive Soil
46 Discrete Element Modeling of Aggregate Behavior in Fouled Railroad Ballast
55 Numerical Analysis of Critical Bearing Capacity of Subsoil with K[sub(0)] Unequal to 1
62 Study on the Determination of Residual Shear Strength for Expansive Soil
68 Modeling Stress-Strain Behavior of Sand-EPS Beads Lightweight Fills Based on Cam-Clay Models
75 In Situ Test Methods for Site Characterization, Design, and Quality Control of Earth Structures and Subgrades
Investigation of Ground Improvement Effects: Two Case Studies
83 In Situ Determination of Layer Thickness and Elastic Moduli of Asphalt Pavement Systems by Spectral Analysis of Surface Waves (SASW) Method
90 Logging for Diametric Variation of Stone Columns Using Crosshole Seismic Tests
96 Estimating Field Properties of Soft Soil Using Penetration-Type S-Wave Probe
102 An Automatic Portable Near Surface Soil Characterization System
108 Study on the Ultimate Pullout Capacity and Shape Modification Factors of Horizontal Plate Anchors Based on Nonlinear Mohr-Coulomb Failure Criterion
115 Evaluation of Pavement Layers and Foundation Sites with Seismic Surface Wave Method
121 Research and Practice of Roadbed and Pavement Disease Treatment with Cement-Emulsified Bitumen Composite Grouting Material
127 Pile Foundations in Subgrade
Research on Meshless Method Using Uniform Design and Its Application in Piles Engineering
133 Nonlinear Response of Passively Loaded Piles Founded in Soft Bangkok Clay
139 Theoretical Analysis and Numerical Simulation of Load-Settlement Relationship of Single Pile
146 The Characteristic of Vertical Stress in the Fill of Piled Embankments
152 Dynamic Finite Element Analysis of Micropile Foundation in Subgrade
158 Theoretical and Experimental Study on the Vertical Bearing Behavior of Super-Long Filling Piles in Soft Soil Area
165 Study on Flexural Behavior of Cast-in-Place Concrete Y-Shaped Vibro-Pile
172 Calculation of Soil Stresses under Various Pile Sectional Configurations
178 Experimental Study on Soft Ground Improvement by Grouted Gravel Pile
184 Pile Samples Classification Method Based on the Self-Organizing Map Neural Network
190 Geotechnical Design of a Bridge Widening Project in a Highly Active Seismic Region of Southern California
196 Time Effect on Bearing Capacity of Composite Foundation with Stone Columns
202 A Framework for 3D Nonlinear Ground-Foundation Analysis
210 Tunnel Engineering
Research about the Regularization of Ground Surface Movement and Deformation Caused by Mountain Tunnel Excavation
217 Failure Mechanisms and Corresponding Stability Charts of Homogenous Rock Slopes
224 A Model of Tunnel Safety Risk Quantitative Identification
231 Monitoring and Numerical Analysis of Soil Displacements Due to Excavation of the Exit of Liuyang River Tunnel
238 Study on Construction Methods for Tunnels of Large Cross-Section Excavated in Weak Rocks
245 Interaction of Pipe-Roof Reinforcement and Tunnel Construction under Existing Highway
250 Stability Analysis of Tunnel Driven in Stratified Anisotropic Rockmass
256 Dynamical Response of Qifeng-Lake Dam during Earthquake
262 Rigid Blocks Failure Mechanism for Stability of Shallow Tunnel Using Upper Bound Solution
269 Simulation of a New Construction Method in a Shallow-Buried Weak Tunnel
275 Study on the Stratum Deformation Caused by Tunnel Excavation with Different Division of Cross-Section
283 Method of Ground Settlement Prediction in Urban Tunnel Construction Based on ARMA
289 Research on Mechanic Characteristic of Waterproof Membrane for Highway Tunnel
294 Effect of Mechanics and Optimum Process in Excavating Multi-Arch Tunnel
300 Indexes
Author Index
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301 S
T
W
X
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302 Subject Index
A
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303 R
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T
U

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ASCE 9780784410448 2009
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