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朱俊高 著 / 科学出版社 / 2009-01 / 平装
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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)》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。
PrefaceChapter1Introduction1.1SoilRheology1.2BackgroundofPresentResearch1.3ImportanceofViscousEffectsinEngineeringPractice1.4ObjectiveofPresentStudy1.5OutlineofThisBookChapter2ReviewofLiterature2.1TwoHypothesesonCreepDefromation2.2Strain-RateEffects2.2.1Strain-rateEffectsinOedometerTests2.2.2Strain-rateEffectsinUndrainedTriaxialTests2.3CreepBehaviour2.3.1UndrainedCreep2.3.2DrainedCreep2.4StressRelaxation2.5InfluenceofTemperatureonViscosityofSoil2.6ModellingofStress-strain-timeBehaviourofClay2.6.1MicromechanicalApproach2.6.2EmpiricalApproach2.6.3ViscoelasticApproach2.6.4ViscoplasticApproach2.7ViscousEffectsinSandChapter3Apparatus,TestingTechniquesandSoil3.1Introduction3.2TestingApparatus3.2.1GDSTriaxialTestingSystem3.2.2WykehamFarranceTriaxialTestingSystem3.2.3StressControlledTriaxialTestingSystem3.2.4GDSPressure/VolumeController3.3TestingTechniques3.4PreparationofSamplesofHKMD3.5PhysicalPropertiesofRHKMD3.6MechanicalParametersofRHKMD3.6.1Multi-stageOedometerConsolidationTestofRHKMD3.6.2IsotropicConsolidationTestofRHKMD3.6.3ConventionalUndrainedTriaxialTestofRHKMD3.6.4ConventionalDrainedTriaxialTestofRHKMDChapter4InvestigationofStrain-RateEffects4.1Introduction4.2ExperimentalProgram4.2.1TestProgramofIsotropicallyConsolidatedSpecimens4.2.2TestProgramofK0-consolidatedSpecimens4.2.3ProgramofStep-changedConstantStrainRateTestsCombinedwithRelaxation4.3TestResultsofIsotropicallyConsolidatedSpecimens4.3.1TestsofOCR=14.3.2TestsofOCR=24.3.3TestsofOCR=44.3.4TestsofOCR=84.4AnalysisofTestResultsofIsotropicallyConsolidatedSpecimens4.4.1UndrainedShearStrength4.4.2PorewaterPressureandStressPath4.4.3SecantYoung'sModulus4.5TestsofK0-ConsolidatedSpecimens4.5.1ResultsofCK0UTests4.5.2DiscussiononResultsofCK0USeriesTests4.6Step-ChangedConstantStrainRateTestsCombinedWithRelaxation4.6.1Step-changedConstantStrainRateTestinCompression4.6.2Step-changedConstantStrainRateTestinExtension4.7FailureModeofSpecimensShearedatVariourStrainRates4.8SummaryandConclusionsChapter5CreepBehaviourofRHKMDinTriaxialTests5.1TestingProgram5.1.1ProgramofSingle-stagedCreepTests5.1.2ProgramofMulti-stagedCreepTests5.1.3ProgramofDrainedCreepTests5.2Single-StagedCreepTests5.3Multi-StagedCreepTests5.3.1CompressionCreepTest5.3.2ExtensionCreepTest5.3.3Multi-stagedCreepBehaviour5.4DrainedCreepTests5.4.1TestResults5.4.2DevelopmentofDeviatorStrainwithTime5.4.3DevelopmentofVolumetricStrainwithTime5.5SummaryandConclusionsChapter6BehaviourofStressRelaxation6.1Introduction6.2BehaviourofStressRelaxation6.2.1StressRelaxationTestsafterDeviatorStressReachesaPeakValue(orFailure)6.2.2Multi-StagedStressRelaxationTestsunderExtensionStates6.3SummaryChapter7AnElasticViscoplasticModelanditsVerifation7.1Introduction7.1.1Bjerrum'sTimeLineModel7.1.2Yin-Graham's1-DEVPModel7.2ElasticViscoplasticRelationshipforIsotropicStressState7.2.1InstantTimeLine7.2.2EquivalentTime,ReferenceTimeLineandTimeLines7.2.3CreepCompressionStrain7.2.4NecessityofReferenceTimeLineandEquivalentTime7.2.5GeneralConstitutiveRelationshipforIsotropicStressCondition7.2.6DeterminationofReferenceTimeLineandParameters:ApproachI7.2.7DeterminationofReferenceTimeLineandParameters:ApproachII7.2.8ValidationoftheTwoApproachesforDeterminingModelParameters7.3Formulationof3-DElasticViscoplasticModel7.4VerificationofThe3-DEVPModel7.4.1Step-changedConstantStrainRateTriaxialTestwithStressRelaxation7.4.2UndrainedTriaxialShearTestsunderVariousConstantStrainRates7.5SummaryChapter8EVPModelApplicationI:ModellinganIdealFoundationonHKMD8.1Introduction8.2FiniteElementScheme8.2.1NumericalAlgorithmforSolutionofFiniteElement8.2.2FiniteDifferenceSchemeforComputingεvm8.3ValidationoftheFEProgram8.3.1CaseI:SettlementofaFiniteLayer8.3.2CaseII:PorewaterPressureinSemi-infiniteSpace8.4SimulationofConsolidationofaFoundationClay8.4.1EVPModelParametersandFEBoundaryConditions8.4.2ExaminationofMandel-CryerEffectandViscousEffects8.4.3InfluenceofCreepParameterψ/V(Case1)8.4.4DistributionofPorewaterPressureandDeformationwithTime8.4.5InfluenceofPermeability(Case2)8.4.6Influenceofh/aonPorewaterPressureandDeformation(Case3)8.4.7InfluenceofThicknessofSoilLayer(Case4)8.5SummaryandConclusionsChapter9EVPModelApplicationII:SimulationofPorewaterpressureinClayUnderneathTarsiutIsland9.1Introduction9.2ConsolidationModellingofSoilsBeneathTarsiutIsland9.3FiniteElementResultsandDiscussion9.4SummaryChapter10AnExtended3-DEVPModelandItsVerification10.1Introduction10.2Extended3-DEVPModel10.2.1ConstitutiveRelationshipforIsotropicStressCondition10.2.2DeterminationofParameters10.2.3ShapeFunctionofFlowSurfaceonπ-Plane10.2.4ConstitutiveRelationshipofExtended3-DEVPModel10.3VerificationofExtended3-DEVPModel10.3.1SimulationofUndrainedTriaxialTestsShearedatDifferentStrainRates10.3.2SimulationofUndrainedTriaxialTestsonOverconsolidatedSoils10.3.3SimulationofUndrainedTriaxialCreepTests10.4SummaryandConclusionsChapter11SimulationofConsolidationBehaviourofaTestEmbankment11.1Introduction11.2SiteInvestigation11.2.1SoilConditions11.2.2SoilTesting11.3ConstructionLoadingandInstrumentation11.4ModelParametersandBoundaryConditions11.5CharacteristicsofVerticalDrain11.6ModellingResultsandDiscussions11.7SummaryChapter12Frameworkofa3-DEVPModelforAnisotropicallyConsolidatedClay12.1Introduction12.2A3-DEVPModelforAnisotropicallyConsolidatedClay12.2.1MathematicalFunctionofFlowSurface12.2.2ConstitutiveRelationshipoftheAnisotropicEVPModel12.3BriefVerificationoftheAnisotropicEVPModel12.4SummaryReferences
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开播时间:09月02日 10:30