土体的流变特性与弹粘塑性模拟（英文版）

土体的流变特性与弹粘塑性模拟（英文版）

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作者: 朱俊高著

出版社: 科学出版社

出版时间: 2009-01

版次: 1

ISBN: 9787030189400

定价: 100.00

装帧: 平装

开本: 16开

纸张: 胶版纸

页数: 244页

分类: 工程技术

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《土体的流变特性与弹粘塑性模拟（英文版）》是一部反映土体流变领域部分研究成果和发展概况的专著。PrefaceChapter1Introduction1.1SoilRheology1.2BackgroudofPresentResearch1.3ImportanceofViscousEffectsinEngineeringPractice1.4ObjectiveofPresentStudy1.5Outline。 Preface
Chapter1Introduction
1.1SoilRheology
1.2BackgroundofPresentResearch
1.3ImportanceofViscousEffectsinEngineeringPractice
1.4ObjectiveofPresentStudy
1.5OutlineofThisBook

Chapter2ReviewofLiterature
2.1TwoHypothesesonCreepDefromation
2.2Strain-RateEffects
2.2.1Strain-rateEffectsinOedometerTests
2.2.2Strain-rateEffectsinUndrainedTriaxialTests
2.3CreepBehaviour
2.3.1UndrainedCreep
2.3.2DrainedCreep
2.4StressRelaxation
2.5InfluenceofTemperatureonViscosityofSoil
2.6ModellingofStress-strain-timeBehaviourofClay
2.6.1MicromechanicalApproach
2.6.2EmpiricalApproach
2.6.3ViscoelasticApproach
2.6.4ViscoplasticApproach
2.7ViscousEffectsinSand

Chapter3Apparatus，TestingTechniquesandSoil
3.1Introduction
3.2TestingApparatus
3.2.1GDSTriaxialTestingSystem
3.2.2WykehamFarranceTriaxialTestingSystem
3.2.3StressControlledTriaxialTestingSystem
3.2.4GDSPressure／VolumeController
3.3TestingTechniques
3.4PreparationofSamplesofHKMD
3.5PhysicalPropertiesofRHKMD
3.6MechanicalParametersofRHKMD
3.6.1Multi-stageOedometerConsolidationTestofRHKMD
3.6.2IsotropicConsolidationTestofRHKMD
3.6.3ConventionalUndrainedTriaxialTestofRHKMD
3.6.4ConventionalDrainedTriaxialTestofRHKMD

Chapter4InvestigationofStrain-RateEffects
4.1Introduction
4.2ExperimentalProgram
4.2.1TestProgramofIsotropicallyConsolidatedSpecimens
4.2.2TestProgramofK0-consolidatedSpecimens
4.2.3ProgramofStep-changedConstantStrainRateTestsCombinedwithRelaxation
4.3TestResultsofIsotropicallyConsolidatedSpecimens
4.3.1TestsofOCR＝1
4.3.2TestsofOCR＝2
4.3.3TestsofOCR＝4
4.3.4TestsofOCR＝8
4.4AnalysisofTestResultsofIsotropicallyConsolidatedSpecimens
4.4.1UndrainedShearStrength
4.4.2PorewaterPressureandStressPath
4.4.3SecantYoung＇sModulus
4.5TestsofK0-ConsolidatedSpecimens
4.5.1ResultsofCK0UTests
4.5.2DiscussiononResultsofCK0USeriesTests
4.6Step-ChangedConstantStrainRateTestsCombinedWithRelaxation
4.6.1Step-changedConstantStrainRateTestinCompression
4.6.2Step-changedConstantStrainRateTestinExtension
4.7FailureModeofSpecimensShearedatVariourStrainRates
4.8SummaryandConclusions

Chapter5CreepBehaviourofRHKMDinTriaxialTests
5.1TestingProgram
5.1.1ProgramofSingle-stagedCreepTests
5.1.2ProgramofMulti-stagedCreepTests
5.1.3ProgramofDrainedCreepTests
5.2Single-StagedCreepTests
5.3Multi-StagedCreepTests
5.3.1CompressionCreepTest
5.3.2ExtensionCreepTest
5.3.3Multi-stagedCreepBehaviour
5.4DrainedCreepTests
5.4.1TestResults
5.4.2DevelopmentofDeviatorStrainwithTime
5.4.3DevelopmentofVolumetricStrainwithTime
5.5SummaryandConclusions

Chapter6BehaviourofStressRelaxation
6.1Introduction
6.2BehaviourofStressRelaxation
6.2.1StressRelaxationTestsafterDeviatorStressReachesaPeakValue（orFailure）
6.2.2Multi-StagedStressRelaxationTestsunderExtensionStates
6.3Summary

Chapter7AnElasticViscoplasticModelanditsVerifation
7.1Introduction
7.1.1Bjerrum＇sTimeLineModel
7.1.2Yin-Graham＇s1-DEVPModel
7.2ElasticViscoplasticRelationshipforIsotropicStressState
7.2.1InstantTimeLine
7.2.2EquivalentTime，ReferenceTimeLineandTimeLines
7.2.3CreepCompressionStrain
7.2.4NecessityofReferenceTimeLineandEquivalentTime
7.2.5GeneralConstitutiveRelationshipforIsotropicStressCondition
7.2.6DeterminationofReferenceTimeLineandParameters：ApproachI
7.2.7DeterminationofReferenceTimeLineandParameters：ApproachII
7.2.8ValidationoftheTwoApproachesforDeterminingModelParameters
7.3Formulationof3-DElasticViscoplasticModel
7.4VerificationofThe3-DEVPModel
7.4.1Step-changedConstantStrainRateTriaxialTestwithStressRelaxation
7.4.2UndrainedTriaxialShearTestsunderVariousConstantStrainRates
7.5Summary

Chapter8EVPModelApplicationI：ModellinganIdealFoundationonHKMD
8.1Introduction
8.2FiniteElementScheme
8.2.1NumericalAlgorithmforSolutionofFiniteElement
8.2.2FiniteDifferenceSchemeforComputingεvm
8.3ValidationoftheFEProgram
8.3.1CaseI：SettlementofaFiniteLayer
8.3.2CaseII：PorewaterPressureinSemi-infiniteSpace
8.4SimulationofConsolidationofaFoundationClay
8.4.1EVPModelParametersandFEBoundaryConditions
8.4.2ExaminationofMandel-CryerEffectandViscousEffects
8.4.3InfluenceofCreepParameterψ／V（Case1）
8.4.4DistributionofPorewaterPressureandDeformationwithTime
8.4.5InfluenceofPermeability（Case2）
8.4.6Influenceofh／aonPorewaterPressureandDeformation（Case3）
8.4.7InfluenceofThicknessofSoilLayer（Case4）
8.5SummaryandConclusions

Chapter9EVPModelApplicationII：SimulationofPorewaterpressureinClayUnderneathTarsiutIsland
9.1Introduction
9.2ConsolidationModellingofSoilsBeneathTarsiutIsland
9.3FiniteElementResultsandDiscussion
9.4Summary

Chapter10AnExtended3-DEVPModelandItsVerification
10.1Introduction
10.2Extended3-DEVPModel
10.2.1ConstitutiveRelationshipforIsotropicStressCondition
10.2.2DeterminationofParameters
10.2.3ShapeFunctionofFlowSurfaceonπ-Plane
10.2.4ConstitutiveRelationshipofExtended3-DEVPModel
10.3VerificationofExtended3-DEVPModel
10.3.1SimulationofUndrainedTriaxialTestsShearedatDifferentStrainRates
10.3.2SimulationofUndrainedTriaxialTestsonOverconsolidatedSoils
10.3.3SimulationofUndrainedTriaxialCreepTests
10.4SummaryandConclusions

Chapter11SimulationofConsolidationBehaviourofaTestEmbankment
11.1Introduction
11.2SiteInvestigation
11.2.1SoilConditions
11.2.2SoilTesting
11.3ConstructionLoadingandInstrumentation
11.4ModelParametersandBoundaryConditions
11.5CharacteristicsofVerticalDrain
11.6ModellingResultsandDiscussions
11.7Summary

Chapter12Frameworkofa3-DEVPModelforAnisotropicallyConsolidatedClay
12.1Introduction
12.2A3-DEVPModelforAnisotropicallyConsolidatedClay
12.2.1MathematicalFunctionofFlowSurface
12.2.2ConstitutiveRelationshipoftheAnisotropicEVPModel
12.3BriefVerificationoftheAnisotropicEVPModel
12.4Summary
References
内容简介:
《土体的流变特性与弹粘塑性模拟（英文版）》是一部反映土体流变领域部分研究成果和发展概况的专著。PrefaceChapter1Introduction1.1SoilRheology1.2BackgroudofPresentResearch1.3ImportanceofViscousEffectsinEngineeringPractice1.4ObjectiveofPresentStudy1.5Outline。
目录:
Preface
Chapter1Introduction
1.1SoilRheology
1.2BackgroundofPresentResearch
1.3ImportanceofViscousEffectsinEngineeringPractice
1.4ObjectiveofPresentStudy
1.5OutlineofThisBook

Chapter2ReviewofLiterature
2.1TwoHypothesesonCreepDefromation
2.2Strain-RateEffects
2.2.1Strain-rateEffectsinOedometerTests
2.2.2Strain-rateEffectsinUndrainedTriaxialTests
2.3CreepBehaviour
2.3.1UndrainedCreep
2.3.2DrainedCreep
2.4StressRelaxation
2.5InfluenceofTemperatureonViscosityofSoil
2.6ModellingofStress-strain-timeBehaviourofClay
2.6.1MicromechanicalApproach
2.6.2EmpiricalApproach
2.6.3ViscoelasticApproach
2.6.4ViscoplasticApproach
2.7ViscousEffectsinSand

Chapter3Apparatus，TestingTechniquesandSoil
3.1Introduction
3.2TestingApparatus
3.2.1GDSTriaxialTestingSystem
3.2.2WykehamFarranceTriaxialTestingSystem
3.2.3StressControlledTriaxialTestingSystem
3.2.4GDSPressure／VolumeController
3.3TestingTechniques
3.4PreparationofSamplesofHKMD
3.5PhysicalPropertiesofRHKMD
3.6MechanicalParametersofRHKMD
3.6.1Multi-stageOedometerConsolidationTestofRHKMD
3.6.2IsotropicConsolidationTestofRHKMD
3.6.3ConventionalUndrainedTriaxialTestofRHKMD
3.6.4ConventionalDrainedTriaxialTestofRHKMD

Chapter4InvestigationofStrain-RateEffects
4.1Introduction
4.2ExperimentalProgram
4.2.1TestProgramofIsotropicallyConsolidatedSpecimens
4.2.2TestProgramofK0-consolidatedSpecimens
4.2.3ProgramofStep-changedConstantStrainRateTestsCombinedwithRelaxation
4.3TestResultsofIsotropicallyConsolidatedSpecimens
4.3.1TestsofOCR＝1
4.3.2TestsofOCR＝2
4.3.3TestsofOCR＝4
4.3.4TestsofOCR＝8
4.4AnalysisofTestResultsofIsotropicallyConsolidatedSpecimens
4.4.1UndrainedShearStrength
4.4.2PorewaterPressureandStressPath
4.4.3SecantYoung＇sModulus
4.5TestsofK0-ConsolidatedSpecimens
4.5.1ResultsofCK0UTests
4.5.2DiscussiononResultsofCK0USeriesTests
4.6Step-ChangedConstantStrainRateTestsCombinedWithRelaxation
4.6.1Step-changedConstantStrainRateTestinCompression
4.6.2Step-changedConstantStrainRateTestinExtension
4.7FailureModeofSpecimensShearedatVariourStrainRates
4.8SummaryandConclusions

Chapter5CreepBehaviourofRHKMDinTriaxialTests
5.1TestingProgram
5.1.1ProgramofSingle-stagedCreepTests
5.1.2ProgramofMulti-stagedCreepTests
5.1.3ProgramofDrainedCreepTests
5.2Single-StagedCreepTests
5.3Multi-StagedCreepTests
5.3.1CompressionCreepTest
5.3.2ExtensionCreepTest
5.3.3Multi-stagedCreepBehaviour
5.4DrainedCreepTests
5.4.1TestResults
5.4.2DevelopmentofDeviatorStrainwithTime
5.4.3DevelopmentofVolumetricStrainwithTime
5.5SummaryandConclusions

Chapter6BehaviourofStressRelaxation
6.1Introduction
6.2BehaviourofStressRelaxation
6.2.1StressRelaxationTestsafterDeviatorStressReachesaPeakValue（orFailure）
6.2.2Multi-StagedStressRelaxationTestsunderExtensionStates
6.3Summary

Chapter7AnElasticViscoplasticModelanditsVerifation
7.1Introduction
7.1.1Bjerrum＇sTimeLineModel
7.1.2Yin-Graham＇s1-DEVPModel
7.2ElasticViscoplasticRelationshipforIsotropicStressState
7.2.1InstantTimeLine
7.2.2EquivalentTime，ReferenceTimeLineandTimeLines
7.2.3CreepCompressionStrain
7.2.4NecessityofReferenceTimeLineandEquivalentTime
7.2.5GeneralConstitutiveRelationshipforIsotropicStressCondition
7.2.6DeterminationofReferenceTimeLineandParameters：ApproachI
7.2.7DeterminationofReferenceTimeLineandParameters：ApproachII
7.2.8ValidationoftheTwoApproachesforDeterminingModelParameters
7.3Formulationof3-DElasticViscoplasticModel
7.4VerificationofThe3-DEVPModel
7.4.1Step-changedConstantStrainRateTriaxialTestwithStressRelaxation
7.4.2UndrainedTriaxialShearTestsunderVariousConstantStrainRates
7.5Summary

Chapter8EVPModelApplicationI：ModellinganIdealFoundationonHKMD
8.1Introduction
8.2FiniteElementScheme
8.2.1NumericalAlgorithmforSolutionofFiniteElement
8.2.2FiniteDifferenceSchemeforComputingεvm
8.3ValidationoftheFEProgram
8.3.1CaseI：SettlementofaFiniteLayer
8.3.2CaseII：PorewaterPressureinSemi-infiniteSpace
8.4SimulationofConsolidationofaFoundationClay
8.4.1EVPModelParametersandFEBoundaryConditions
8.4.2ExaminationofMandel-CryerEffectandViscousEffects
8.4.3InfluenceofCreepParameterψ／V（Case1）
8.4.4DistributionofPorewaterPressureandDeformationwithTime
8.4.5InfluenceofPermeability（Case2）
8.4.6Influenceofh／aonPorewaterPressureandDeformation（Case3）
8.4.7InfluenceofThicknessofSoilLayer（Case4）
8.5SummaryandConclusions

Chapter9EVPModelApplicationII：SimulationofPorewaterpressureinClayUnderneathTarsiutIsland
9.1Introduction
9.2ConsolidationModellingofSoilsBeneathTarsiutIsland
9.3FiniteElementResultsandDiscussion
9.4Summary

Chapter10AnExtended3-DEVPModelandItsVerification
10.1Introduction
10.2Extended3-DEVPModel
10.2.1ConstitutiveRelationshipforIsotropicStressCondition
10.2.2DeterminationofParameters
10.2.3ShapeFunctionofFlowSurfaceonπ-Plane
10.2.4ConstitutiveRelationshipofExtended3-DEVPModel
10.3VerificationofExtended3-DEVPModel
10.3.1SimulationofUndrainedTriaxialTestsShearedatDifferentStrainRates
10.3.2SimulationofUndrainedTriaxialTestsonOverconsolidatedSoils
10.3.3SimulationofUndrainedTriaxialCreepTests
10.4SummaryandConclusions

Chapter11SimulationofConsolidationBehaviourofaTestEmbankment
11.1Introduction
11.2SiteInvestigation
11.2.1SoilConditions
11.2.2SoilTesting
11.3ConstructionLoadingandInstrumentation
11.4ModelParametersandBoundaryConditions
11.5CharacteristicsofVerticalDrain
11.6ModellingResultsandDiscussions
11.7Summary

Chapter12Frameworkofa3-DEVPModelforAnisotropicallyConsolidatedClay
12.1Introduction
12.2A3-DEVPModelforAnisotropicallyConsolidatedClay
12.2.1MathematicalFunctionofFlowSurface
12.2.2ConstitutiveRelationshipoftheAnisotropicEVPModel
12.3BriefVerificationoftheAnisotropicEVPModel
12.4Summary
References

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