http://www.loc.gov/mods/v3 http://www.loc.gov/standards/mods/v3/mods-3-2.xsd
proceedings of sessions of GeoShanghai 2010, June 3-5, 2010, Shanghai, China
GeoShanghai International Conference (2010)
1 online resource (vii, 284 pages) : illustrations
Soil Behavior and Geo-Micromechanics contains 41 papers addressing many different areas of soil behavior, constitutive modeling, and geo-micromechanics. The papers in this Geotechnical Special Publication range from experimental studies of soil shear strength and compressibility to theoretical advances in BiotÆs consolidation theory and constitutive modeling. The research described in this proceedings advances our understanding of soil as an engineering material and improves our ability to model the behavior of soil in slopes, foundations, and earth structures.
The papers in this publication were presented during the GeoShanghai 2010 International Conference held in Shanghai, China, June 3-5, 2010. --Book Jacket.
Cover -- Contents -- Soil Behavior -- 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 ClayComparison 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 -- Constitutive Modeling
Vertical Stress under Point Load on Cross-Anisotropic Elastic Half-Space with Reduced Parameter Material ModelCalibration 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 t[sub(ij)] 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 ConditionsClay Subjected to Cyclic Loading: Constitutive Model and Time Homogenization Technique -- Modeling Anisotropic, Debonding, and Viscous Behaviors of Natural Soft Clays -- On the Modeling of Anisotropy and Destructuration of Shanghai Soft Clay -- Hypoplastic Model for Simulation of Deformation Characteristics of Bangkok Soft Clay with Different Stress Paths -- Geo-Micromechanics -- Role of Microstructure in the Mechanical Behaviour of Clay
A Microstructural Approach for Modeling the Mechanical Behavior of Structured ClaysEngineering Properties and Micro-Structural Characteristics of Cohesive Soil in the Interactive Marine and Terrestrial Deposit -- Investigating the Microstructure of Compacted Crushed Callovo-Oxfordian Argillite -- Analytical Solution and Numerical Simulation of Shear Bands along Different Stress Paths in Three-Dimensional Stress State -- Comparative Modeling of Shear Localization in Granular Bodies with FEM and DEM -- A Micro-Mechanical Simulation of Sand Liquefaction Behavior by DEM
edited by Roger Meier, Andrew Abbo, Linbing Wang.
Plný text je dostupný pouze z IP adres počítačů Univerzity Tomáše Bati ve Zlíně nebo vzdáleným přístupem pro zaměstnance a studenty
Includes bibliographical references and indexes.
Reston, Va. : American Society of Civil Engineers : Geo-Institute, ©2010
Geotechnical special publication ; no. 200