LEADER 05306nam 2200649Ia 450 001 9910830622703321 005 20230721005811.0 010 $a1-282-25384-0 010 $a9786613814494 010 $a0-470-61108-1 010 $a0-470-39366-1 035 $a(CKB)2550000000005860 035 $a(EBL)477648 035 $a(OCoLC)593311065 035 $a(SSID)ssj0000336140 035 $a(PQKBManifestationID)11230882 035 $a(PQKBTitleCode)TC0000336140 035 $a(PQKBWorkID)10279544 035 $a(PQKB)10823854 035 $a(MiAaPQ)EBC477648 035 $a(EXLCZ)992550000000005860 100 $a20071107d2008 uy 0 101 0 $aeng 135 $aur|n|---||||| 181 $ctxt 182 $cc 183 $acr 200 10$aConstitutive modeling of soils and rocks$b[electronic resource] /$fedited by Pierre-Yves Hicher, Jian-Fu Shao 210 $aLondon $cISTE ;$aHoboken, NJ $cJohn Wiley & Sons$d2008 215 $a1 online resource (457 p.) 225 1 $aISTE 300 $a"First published in France in 2002 by Herme?s Science/Lavoisier entitled 'Mode?les de comportement des sols et des roches' ... " --T.p. verso. 311 $a1-84821-020-5 320 $aIncludes bibliographical references and index. 327 $aConstitutive Modeling of Soils and Rocks; Table of Contents; Preface to the English Edition; Preface to the French; Chapter 1. The Main Classes of Constitutive Relations; 1.1. Introduction; 1.2. The rheological functional; 1.3. Incremental formulation of constitutive relations; 1.4. Rate-independent materials; 1.4.1. Non-linearity of G and H; 1.4.2. Anisotropy of G and H; 1.4.3. Homogenity of degree 1 of G and H; 1.5. Notion of tensorial zones; 1.6. The main classes of rate-independent constitutive relations; 1.6.1. Constitutive relations with one tensorial zone 327 $a1.6.2. Constitutive relations with two tensorial zones1.6.3. Constitutive relations with four tensorial zones; 1.6.4. Constitutive relations with n tensorial zones (n > 4); 1.6.5. Constitutive relations with an infinite number of tensorial zones; 1.6.6. Conclusion; 1.7. The main constitutive relations for rate-dependent materials; 1.7.1. First class of incremental strain decomposition; 1.7.2. Second class of incremental strain decomposition; 1.8. General conclusions; 1.9. References; Chapter 2. Mechanisms of Soil Deformation; 2.1. Introduction; 2.2. Remolded soil behavior 327 $a2.3. Relationships between discontinuous and continuous medium2.3.1. Granular materials; 2.3.2. Remolded clayey materials; 2.3.3. Granular materials with intergranular glue; 2.4. Natural soils; 2.5. Conclusion; 2.6. References; Chapter 3. Elastoplastic Modeling of Soils: Monotonous Loadings; 3.1. Introduction; 3.2. Elastoplasticity equations; 3.2.1. Basic concepts; 3.2.2. Yield surface and elastic domain; 3.2.3. Plastic flow rule; 3.2.4. Incremental relations for one plastic mechanism model; 3.2.5. Incremental relationships for multi-mechanism elastoplasticity 327 $a3.3. Constitutive laws and laboratory tests3.4. Characterization of natural cohesive soil behavior; 3.4.1. Analysis of triaxial test results; 3.4.2. Analysis of oedometer tests; 3.4.3. Elasto-viscoplasticity or elastoplasticity?; 3.5. Characterization of frictional soil behavior; 3.5.1. Analysis of triaxial test results; 3.5.2. Elastoplasticity framework for frictional soils; 3.6. Principles for the derivation of elastoplastic models; 3.6.1. Elastic behavior; 3.6.2. Estimation of the plastic behavior; 3.6.3. Failure surface; 3.6.4. Total and plastic strains; 3.6.5. Plastic potential 327 $a3.6.6. Yield surface3.7. Three-dimensional aspect of the models and calculation of geotechnical works; 3.8. Examples of perfect elastoplastic models; 3.8.1. The Mohr-Coulomb model; 3.8.2. The Dru?cker-Prager model; 3.9. Examples of elastoplastic models with hardening; 3.9.1. University of Cambridge models (Cam-Clay models); 3.9.2. Nova model (1982 version); 3.9.3. Me?lanie model; 3.10. Conclusions; 3.11. Notations; 3.12. References; Chapter 4. Elastoplastic Modeling of Soils: Cyclic Loading; 4.1. Soil behavior under drained loading; 4.1.1. Isotropic and oedometric cyclic loading 327 $a4.1.2. Cyclic triaxial loading 330 $aThis title provides a comprehensive overview of elastoplasticity relating to soil and rocks. Following a general outline of the models of behavior and their internal structure, each chapter develops a different area of this subject relating to the author's particular expertise. The first half of the book concentrates on the elastoplasticity of soft soils and rocks, while the second half examines that of hard soils and rocks. 410 0$aISTE 606 $aEngineering geology$xMathematical models 606 $aSoil mechanics$xMathematical models 615 0$aEngineering geology$xMathematical models. 615 0$aSoil mechanics$xMathematical models. 676 $a624.1/51015118 676 $a624.1513 701 $aHicher$b Pierre-Yves$0727120 701 $aShao$b Jian-Fu$01713823 801 0$bMiAaPQ 801 1$bMiAaPQ 801 2$bMiAaPQ 906 $aBOOK 912 $a9910830622703321 996 $aConstitutive modeling of soils and rocks$94107106 997 $aUNINA