This book provides readers with a comprehensive treatment of computer methods and constitutive models that they can use for teaching, research, and solving a wide range of practical problems in geotechnical engineering and geomechanics. It discusses factors such as in-situ conditions, elastic, plastic and creep deformations, stress path, volume change, existence of fluids (water), non-homogeneities, inherent and induced discontinuities or microcracking leading to softening and failure, and types of loading such as static, repetitive and dynamic.
This book provides readers with a comprehensive treatment of computer methods and constitutive models that they can use for teaching, research, and solving a wide range of practical problems in geotechnical engineering and geomechanics. It discusses factors such as in-situ conditions, elastic, plastic and creep deformations, stress path, volume change, existence of fluids (water), non-homogeneities, inherent and induced discontinuities or microcracking leading to softening and failure, and types of loading such as static, repetitive and dynamic.
Chandrakant S. Desai is a regents' professor (emeritus), Department of Civil Engineering and Engineering Mechanics, University of Arizona, Tucson Dr. Desai is recognized internationally for his significant and outstanding contributions in research, teaching, applications, and professional work in a wide range of topics in engineering. Dr. Desai has authored/coauthored/edited 22 books in the areas of finite element method and constitutive modeling, and 19 book chapters, and has authored/coauthored about 320 technical papers in refereed journals and conferences. He has served on the editorial boards of 14 journals, and has been the chair/member of a number of committees of various national and international societies and conferences. He has been the founding President of the International Association of Computer Methods and Advances in Geomechanics, and founding Editor-in-Chief of the International Journal of Geomechanics (IJOG) published by the American Society of Civil Engineers. Musharraf Zaman holds the David Ross Boyd Professorship and Aaron Alexander Professorship in Civil Engineering at the University of Oklahoma (OU), Norman. He is also an alumni chair professor in Petroleum Engineering. He has been serving as the associate dean for research in the OU College of Engineering since July 2005. Zaman received his baccalaureate degree from the Bangladesh University of Engineering and Technology, and his PhD degree from the University of Arizona, Tucson. He has published 158 journal and 215 peer reviewed conference proceedings papers, and eight book chapters. He also serves as the editor-in-chief of the International Journal of Geomechanics, ASCE.
Inhaltsangabe
Introduction Importance of Interaction Importance of Material Behavior Ranges of Applicability of Models Computer Methods Fluid Flow Scope and Contents References Beam-Columns, Piles, and Walls: One-Dimensional SimulationIntroduction Beams with Spring Soil Model Laterally Loaded (One-Dimensional) Pile Numerical Solutions Finite Element Method: One-Dimensional Simulation Soil Behavior: Resistance-Displacement ( py -v or p-y) Representation One-Dimensional Simulation of Retaining Structures Axially Loaded Piles Torsional Load on Piles Examples Problems References Two- and Three-Dimensional Finite Element Static Formulations and Two-Dimensional ApplicationsIntroduction Finite Element Formulations Nonlinear Behavior Sequential Construction Examples Problems References Three-Dimensional ApplicationsIntroduction Multicomponent Procedure Examples Problems References Flow through Porous Media: SeepageIntroduction Governing Differential Equation Numerical Methods Finite Element Method Invariant Mesh or Fixed Domain Methods Applications: Invariant Mesh Using RFP Problems Appendix A References Flow through Porous Deformable Media: One-Dimensional Consolidation Introduction One-Dimensional Consolidation Nonlinear Stress-Strain Behavior Numerical Methods Examples References Coupled Flow through Porous Media: Dynamics and ConsolidationIntroduction Governing Differential Equations Dynamic Equations of Equilibrium Finite Element Formulation Special Cases: Consolidation and Dynamics-Dry Problem Applications References Appendix 1: Constitutive Models, Parameters and Determination s Appendix 2: Computer Software and Codes Index
Introduction Importance of Interaction Importance of Material Behavior Ranges of Applicability of Models Computer Methods Fluid Flow Scope and Contents References Beam-Columns, Piles, and Walls: One-Dimensional SimulationIntroduction Beams with Spring Soil Model Laterally Loaded (One-Dimensional) Pile Numerical Solutions Finite Element Method: One-Dimensional Simulation Soil Behavior: Resistance-Displacement ( py -v or p-y) Representation One-Dimensional Simulation of Retaining Structures Axially Loaded Piles Torsional Load on Piles Examples Problems References Two- and Three-Dimensional Finite Element Static Formulations and Two-Dimensional ApplicationsIntroduction Finite Element Formulations Nonlinear Behavior Sequential Construction Examples Problems References Three-Dimensional ApplicationsIntroduction Multicomponent Procedure Examples Problems References Flow through Porous Media: SeepageIntroduction Governing Differential Equation Numerical Methods Finite Element Method Invariant Mesh or Fixed Domain Methods Applications: Invariant Mesh Using RFP Problems Appendix A References Flow through Porous Deformable Media: One-Dimensional Consolidation Introduction One-Dimensional Consolidation Nonlinear Stress-Strain Behavior Numerical Methods Examples References Coupled Flow through Porous Media: Dynamics and ConsolidationIntroduction Governing Differential Equations Dynamic Equations of Equilibrium Finite Element Formulation Special Cases: Consolidation and Dynamics-Dry Problem Applications References Appendix 1: Constitutive Models, Parameters and Determination s Appendix 2: Computer Software and Codes Index
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