03546nam a2200373 a 4500 u6423 SIRSI 20250825175130.0 241115s1985 nyud r 001|0 eng d 0444424555 MiAaPQ eng rda pn MiAaPQ MiAaPQ clrauoh eng TA710.5 .C476 1985 624.15136 19 Chen, Wai-Fah, 1936-, author. Soil plasticity : theory and implementation / W.F. Chen and G.Y. Baladi. Amsterdam ; New York : Elsevier, 1985. xii, 231 pages : charts. text txt rdacontent unmediated n rdamedia volume nc rdacarrier Developments in geotechnical engineering ; 38 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 English Includes bibliographical references and indexes. Soils Plastic properties. Baladi, George Y. Developments in geotechnical engineering ; 38. 5071 5071 2026-03-12 00:00:00 35672004215 624.15136 C518s 1985 35672004215 1 2025-08-25 BOOK 0 0 0 COL_GRAL 0 BCENTRAL BCENTRAL 2024-11-15