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

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


Book Informaton

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

Author

Meier, Roger W.; Abbo, Andrew; Wang, Linbing

Series

Geotechnical special publication no. 200

Edition

Geotechnical Special Publication No. 200

Year of Publication

2010

Publisher

American Society of Civil Engineers

City of Publication

Reston, Va

Language

en

ISBN

9780784411018, 0784411018, 9780784473405, 0784473404

ARI Id

1672718971324


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Showing 1 to 20 of 41 entries
Chapters/HeadingsAuthor(s)PagesInfo
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
Chapters/HeadingsAuthor(s)PagesInfo
Showing 1 to 20 of 41 entries