岩土材料质量分布与变形之间的相互作用原理（第2版）

岩土材料质量分布与变形之间的相互作用原理（第2版）

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作者: Wang Jingtao 著

出版社: 科学出版社

出版时间: 2013-12

版次: 2

ISBN: 9787030389060

定价: 56.00

装帧: 平装

开本: 16开

纸张: 胶版纸

页数: 147页

正文语种: 简体中文

分类: 工程技术

　　Rockandsoilarethemajorconstituentmaterialsofthelithosphereoftheearth.Theyarealsothemostwidelyusedengineeringmaterials.Rockandsoilexhibitsomeremarkablecharacteristicsofdeformationandstrengthbehavior，suchasthepressuresensitivity（orpressuredependency），sheardilatancy，dependencyofstresspathetc.Thetwophenomenaofpressuresensitivityandsheardilatancyhavelongbeenknownbypeople.However，theiroriginofgenerationisnotexplainedrationallyyet. Prefacetothesecondedition
Prefacetothefirstedition

Chapter1IntroductiontoContinuumMechanics
1.1Thedefinitionofacontinuum
1.2Deformation
1.3Stress
1.4Velocityfields
1.5Theclassicalconservationlawsandfieldequations
1.5.1LagrangeandEulerdescriptionsofthemotionofacontinuum
1.5.2Theequationofcontinuity
1.5.3Theequationsofmotion
1.5.4Momentofmomentum

Chapter2FundamentalsofThermodynamics
2.1Introduction
2.2Basicconceptsofthermodynamics
2.3Temperatureandthezerothlawofthermodynamics
2.4Energy
2.5Thefirstlawofthermodynamics
2.6Thesecondlawofthermodynamics
2.7Reversibleandirreversibleprocesses
2.8EntropyandClausius-Duheminequality
2.9Internalvariablesandaccompanyingequilibriumstate

Chapter3FundamentalCharacteristicsofDeformationBehaviorforGeotechnicalMaterials
3.1Introduction
3.2Pressuresensitivity
3.3Sheardilatancy
3.4Dependencyofstresspath

Chapter4ConstitutiveModelingforGeotechnicalMaterials
4.1Introduction
4.2Theplasticpotentialtheory
4.3Theapproachbasedonthethermodynamicsofirreversibleprocesses
4.4Thecriticalstateandcriticalstateline
4.4.1Criticalstate
4.4.2Criticalstateline

Chapter5ThePrincipleofInteractionbetweenPlasticVolumetricandShearStrains
5.1Background
5.2Theprincipleofinteractionbetweenplasticvolumetricandshearstrains
5.3Effectsoftheplasticshearstrainonplasticvolumetricstrains
5.4Effectsoftheplasticvolumetricstrainonplasticshearstrains
5.5Thephysicalmeaningoftheprincipleofinteraction

Chapter6SymmetryandInteractionbetweenPlasticVolumetricandShearStrainFields
6.1Introductiontothegaugefieldtheory
6.2Symmetriesofplasticstrainfields
6.2.1Introductiontotransformationgroups
6.2.2Thelocalsymmetriesofplasticstrainfieldsandconstitutivefieldequations
6.3Characteristicsoftheinteractionbetweenmassdistributionanddeformation
6.4Summary

Chapter7TheMechanismofGenerationofDependencyofStressPathandCriticalStateLine
7.1Thedependencyofstresspath
7.2Thecurvaturehardening
7.3Thecriticalstateline

Chapter8TheConstitutiveEquationsforGeotechnicalMaterials
8.1Theobjectiveofconstitutivemodeling
8.2Quantitativerepresentationoftheinteractionbetweenplasticvolumetricandshearstrains
8.3Thermodynamicvariablesandstatepotential
8.4Dissipationfunctional
8.5Theconstitutiveequationsforgeotechnicalmaterials

Chapter9DamagesofEngineeringandGeotechnicalMaterials
9.1Themechanismofdamageofmetalsandsomeengineeringmaterials
9.2Thedamageofgeotechnicalmaterials
9.3Thedescriptionofdamageevolution

Chapter10TheNumericalMethodofConstitutiveModelingforGeoteehnicalMaterials
10.1Introduction
10.2Thenumericalmethodofconstitutivemodeling
10.3Plasticity-basedmodelsforclayandsandunderdifferentstresspaths
10.4Concludingremarks

Chapter11TheInteractionbetweenMassDistributionandDeformationinUnsaturatedSoils
11.1Introduction
11.2Theinteractionbetweenplasticvolumetricandshearstrainsinunsaturatedsoils
11.3Thedualpropertyofmatricsuction
11.4Theshearstrengthofunsaturatedsoils
11.5Theconstitutivefieldequationsforunsaturatedsoils
11.6Thedependencyofstresspathandcriticalstatelineinunsaturatedsoils
References
Index
内容简介:
　　Rockandsoilarethemajorconstituentmaterialsofthelithosphereoftheearth.Theyarealsothemostwidelyusedengineeringmaterials.Rockandsoilexhibitsomeremarkablecharacteristicsofdeformationandstrengthbehavior，suchasthepressuresensitivity（orpressuredependency），sheardilatancy，dependencyofstresspathetc.Thetwophenomenaofpressuresensitivityandsheardilatancyhavelongbeenknownbypeople.However，theiroriginofgenerationisnotexplainedrationallyyet.
目录:
Prefacetothesecondedition
Prefacetothefirstedition

Chapter1IntroductiontoContinuumMechanics
1.1Thedefinitionofacontinuum
1.2Deformation
1.3Stress
1.4Velocityfields
1.5Theclassicalconservationlawsandfieldequations
1.5.1LagrangeandEulerdescriptionsofthemotionofacontinuum
1.5.2Theequationofcontinuity
1.5.3Theequationsofmotion
1.5.4Momentofmomentum

Chapter2FundamentalsofThermodynamics
2.1Introduction
2.2Basicconceptsofthermodynamics
2.3Temperatureandthezerothlawofthermodynamics
2.4Energy
2.5Thefirstlawofthermodynamics
2.6Thesecondlawofthermodynamics
2.7Reversibleandirreversibleprocesses
2.8EntropyandClausius-Duheminequality
2.9Internalvariablesandaccompanyingequilibriumstate

Chapter3FundamentalCharacteristicsofDeformationBehaviorforGeotechnicalMaterials
3.1Introduction
3.2Pressuresensitivity
3.3Sheardilatancy
3.4Dependencyofstresspath

Chapter4ConstitutiveModelingforGeotechnicalMaterials
4.1Introduction
4.2Theplasticpotentialtheory
4.3Theapproachbasedonthethermodynamicsofirreversibleprocesses
4.4Thecriticalstateandcriticalstateline
4.4.1Criticalstate
4.4.2Criticalstateline

Chapter5ThePrincipleofInteractionbetweenPlasticVolumetricandShearStrains
5.1Background
5.2Theprincipleofinteractionbetweenplasticvolumetricandshearstrains
5.3Effectsoftheplasticshearstrainonplasticvolumetricstrains
5.4Effectsoftheplasticvolumetricstrainonplasticshearstrains
5.5Thephysicalmeaningoftheprincipleofinteraction

Chapter6SymmetryandInteractionbetweenPlasticVolumetricandShearStrainFields
6.1Introductiontothegaugefieldtheory
6.2Symmetriesofplasticstrainfields
6.2.1Introductiontotransformationgroups
6.2.2Thelocalsymmetriesofplasticstrainfieldsandconstitutivefieldequations
6.3Characteristicsoftheinteractionbetweenmassdistributionanddeformation
6.4Summary

Chapter7TheMechanismofGenerationofDependencyofStressPathandCriticalStateLine
7.1Thedependencyofstresspath
7.2Thecurvaturehardening
7.3Thecriticalstateline

Chapter8TheConstitutiveEquationsforGeotechnicalMaterials
8.1Theobjectiveofconstitutivemodeling
8.2Quantitativerepresentationoftheinteractionbetweenplasticvolumetricandshearstrains
8.3Thermodynamicvariablesandstatepotential
8.4Dissipationfunctional
8.5Theconstitutiveequationsforgeotechnicalmaterials

Chapter9DamagesofEngineeringandGeotechnicalMaterials
9.1Themechanismofdamageofmetalsandsomeengineeringmaterials
9.2Thedamageofgeotechnicalmaterials
9.3Thedescriptionofdamageevolution

Chapter10TheNumericalMethodofConstitutiveModelingforGeoteehnicalMaterials
10.1Introduction
10.2Thenumericalmethodofconstitutivemodeling
10.3Plasticity-basedmodelsforclayandsandunderdifferentstresspaths
10.4Concludingremarks

Chapter11TheInteractionbetweenMassDistributionandDeformationinUnsaturatedSoils
11.1Introduction
11.2Theinteractionbetweenplasticvolumetricandshearstrainsinunsaturatedsoils
11.3Thedualpropertyofmatricsuction
11.4Theshearstrengthofunsaturatedsoils
11.5Theconstitutivefieldequationsforunsaturatedsoils
11.6Thedependencyofstresspathandcriticalstatelineinunsaturatedsoils
References
Index

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