000			03546nam a2200373 a 4500
001			u6423
003			SIRSI
005			20250825175130.0
008			241115s1985 nyud r 001|0 eng d
020			_a0444424555
040			_aMiAaPQ _beng _erda _epn _cMiAaPQ _dMiAaPQ _dclrauoh
041			_aeng
050		4	_aTA710.5 _b.C476 1985
082	0		_a624.15136 _219
100	1		_aChen, Wai-Fah, _d1936-, _eauthor.
245	1	0	_aSoil plasticity : _btheory and implementation / _cW.F. Chen and G.Y. Baladi.
260			_aAmsterdam ; _aNew York : _bElsevier, _c1985.
300			_axii, 231 pages : _bcharts.
336			_atext _btxt _2rdacontent
337			_aunmediated _bn _2rdamedia
338			_avolume _bnc _2rdacarrier
490	1		_aDevelopments in geotechnical engineering ; _v38
505	0		_aFront 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
505	8		_a2.5 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
505	8		_a3.6 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
505	8		_a4.3 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
505	8		_a6.2 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
546			_aEnglish
504			_aIncludes bibliographical references and indexes.
650		0	_aSoils _xPlastic properties.
700	1		_aBaladi, George Y.
830		0	_aDevelopments in geotechnical engineering ; _v38.
999			_c5071 _d5071