| Titre : | Advanced geotechnical engineering : soil-structure interaction using computer and material models / |
| Autre titre: | S |
| Auteurs : | C. S. Desai ; Musharraf Zaman |
| Type de document : | Monographie imprimée |
| ISBN/ISSN/EAN : | 978-1-4665-1560-4 |
| Format : | xxii, 616 pages / illustrations / 24 cm |
| Langues: | Anglais |
| Index. décimale : | 624.1/5136 |
| Catégories : |
[Agneaux] Soil-structure interaction. [Agneaux] TECHNOLOGY & ENGINEERING / Agriculture / General. [Agneaux] TECHNOLOGY & ENGINEERING / Civil / General. [Agneaux] TECHNOLOGY & ENGINEERING / Construction / General. |
| Résumé : |
Soil-structure interaction is an area of major importance in geotechnical engineering and geomechanics Advanced Geotechnical Engineering: Soil-Structure Interaction using Computer and Material Models covers computer and analytical methods for a number of geotechnical problems. It introduces the main factors important to the application of computer methods and constitutive models with emphasis on the behavior of soils, rocks, interfaces, and joints, vital for reliable and accurate solutions.
This book presents finite element (FE), finite difference (FD), and analytical methods and their applications by using computers, in conjunction with the use of appropriate constitutive models; they can provide realistic solutions for soil–structure problems. A part of this book is devoted to solving practical problems using hand calculations in addition to the use of computer methods. The book also introduces commercial computer codes as well as computer codes developed by the authors. Uses simplified constitutive models such as linear and nonlinear elastic for resistance-displacement response in 1-D problems Uses advanced constitutive models such as elasticplastic, continued yield plasticity and DSC for microstructural changes leading to microcracking, failure and liquefaction Delves into the FE and FD methods for problems that are idealized as two-dimensional (2-D) and three-dimensional (3-D) Covers the application for 3-D FE methods and an approximate procedure called multicomponent methods Includes the application to a number of problems such as dams , slopes, piles, retaining (reinforced earth) structures, tunnels, pavements, seepage, consolidation, involving field measurements, shake table, and centrifuge tests Discusses the effect of interface response on the behavior of geotechnical systems and liquefaction (considered as a microstructural instability) This text is useful to practitioners, students, teachers, and researchers who have backgrounds in geotechnical, structural engineering, and basic mechanics courses. |
| Sommaire : |
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 Simulation Introduction 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 Applications Introduction Finite Element Formulations Nonlinear Behavior Sequential Construction Examples Problems References Three-Dimensional Applications Introduction Multicomponent Procedure Examples Problems References Flow through Porous Media: Seepage Introduction 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 Consolidation Introduction 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 |
Disponibilité (1)
| Cote | Support | Localisation | Statut | Emplacement | |
|---|---|---|---|---|---|
| SI8/3091 | Livre | BIB.FAC.ST. | Empruntable |
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