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Soil plasticity : theory and implementation /
This book is addressed primarily to civil engineers familiar with such traditional topics as strength of materials, soil mechanics, and theory of elasticity and structures, but less familiar with the modern development of the mathematical theory of soil plasticity necessary to any engineer working u...
| Clasificación: | Libro Electrónico |
|---|---|
| Autor principal: | |
| Otros Autores: | |
| Formato: | Electrónico eBook |
| Idioma: | Inglés |
| Publicado: |
Amsterdam ; New York :
Elsevier,
1985.
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| Colección: | Developments in geotechnical engineering ;
38. |
| Temas: | |
| Acceso en línea: | Texto completo Texto completo |
Tabla de Contenidos:
- Front Cover; Soil Plasticity: Theory and Implementation; Copyright Page; Preface; Table of Contents; Notation; CHAPTER 1. THE CONTINUUM THEORY OF SOIL MECHANICS; 1.1 Introduction; 1.2 Notations; 1.3 Stresses in three dimensions; 1.4 Strains in three dimensions; 1.5 Equations of solid mechanics; 1.6 Constitutive modeling of soils and rocks; References; CHAPTER 2. ELASTIC-PLASTIC CONSTITUTIVE MODELING OF SOILS; 2.1 Elastic and plastic theories applied to design in soil; 2.2 Soil plasticity
- a brief historical sketch; 2.3 Failure criteria; 2.4 Cauchy elasticity and modeling
- 2.5 Hyperelasticity and modeling2.6 Hypoelasticity and modeling; 2.7 Deformation plasticity and modeling; 2.8 Incremental plasticity and modeling; 2.9 Isotropie hardening plasticity and modeling; 2.10 Kinematic hardening plasticity and modeling; 2.11 Mixed hardening plasticity and modeling; CHAPTER 3. NONLINEAR ELASTIC-PERFECTLY PLASTIC MODELS; 3.1 Introduction; 3.2 Basic concept of plasticity; 3.3 General description of elastic-perfectly plastic constitutive relations; 3.4 Prandtl-Reuss material; 3.5 Drucker-Prager material
- 3.6 Procedure for fitting elastic-perfectly plastic models to a given set of material properties3.7 Numerical implementation of elastic-perfectly plastic models; 3.8 User's Guide for computer program MODEL; 3.9 User's Guide for the triaxial driver; 3.10 Mechanical behavior of soil; 3.11 Ability of ideal plastic models to simulate soil behavior; 3.12 Capped yield surfaces; References; CHAPTER 4. NONLINEAR ELASTIC WORK-HARDENING PLASTIC CAP MODELS; 4.1 General description of the cap model; 4.2 Derivation of the general incremental strain-stress relations
- 4.3 Derivation of the stiffness matrix for the cap model4.4 Demonstration of selected forms of the cap model; 4.5 Procedure for fitting elastic work-hardening plastic models to a given set of material properties; 4.6 Numerical implementation of the cap model; 4.7 User's guide for the model subroutine; 4.8 Numerical example; References; CHAPTER 5. NUMERICAL EXAMPLES; 5.1 Nonlinear analysis; 5.2 Active and passive earth pressures; 5.3 Settlement and collapse calculations of footings; 5.4 Large deformation analysis of slopes; References; CHAPTER 6. ADVANCED CAP MODELS; 6.1 Introduction
- 6.2 Generalized total stress model for isotropic materials6.3 Strain-softening model; 6.4 Elastic-viscoplastic model; 6.6 Effective-stress model; References; Author index; Subject index