An Experimental Study of Non-coaxial Soil Behavi
出版时间:
2015-04
版次:
1
ISBN:
9787517031604
定价:
35.00
装帧:
平装
开本:
16开
纸张:
胶版纸
页数:
149页
字数:
255千字
正文语种:
简体中文
3人买过
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岩土材料在主应力增量和主应变增量上具有非共轴性，其重要性在岩土工程领域中被广泛重视。《AnExperimentalStudyofNon-coaxialSoilBehavi》利用HCA（空心扭剪仪）进行了一系列砂土的非共轴力学试验，并且从砂土非共轴性的表象规律、发生条件和机理、影响因素等方面进行了深入阐释。《AnExperimentalStudyofNon-coaxialSoilBehavi》内容包括：文献综述，试验方法介绍，单调加载试验研究，纯剪试验研究，联合加载试验研究。 Dr. Yan-yan Cai, the author of this book,was born in Fujian Province of China in1982. She obtained Bachelor degree inCivil Engineering at China Universityof Mining and Technology, P. R. China.Dr Cai obtained her Master and Doctordegrees of Geotechnical Engineeringat University of Nottingham, U.K. in2010. Now, Dr. Cai is working in CivilEngineering Department, HuaqiaoUniveisity, P. R. China as the associateprofessor and master supervisor.
Dr. Cai devoted to the researches onmechanism and theory of soils in thepast 10 years. So far, she has publishedmore than 20 academic papers, more ofwhich were published in authoritativeinternational journals such as 'Journal ofGeotechnical and Geoenvironmental','Materials Research Innovations', etc.Dr. Cai has been responsible or involvedin more than seven projects funded byNational Natural Science Foundation ofP. R China, Ministry of Education of P. R.China. etc.
Abstract
Acknowledgements
ListofSymbols
Chapter1Introduction
1.1Background
1.2ResearchObjectives
1.3OutlineoftheBook
Chapter2LiteratureReview
2.1Introduction
2.2Non-coaxialityofSoilBehaviour
2.2.1DefinitionofNon-coaxiality
2.2.2PreviousStudiesonNon-coaxiality
2.2.3PreviousNumericalStudiesonNon-coaxiality
2.3HollowCylinderApparatus
2.3.1Introduction
2.3.2PrinciplesofHollowCylinderTesting
2.3.3StressDistributioninHollowCylinderSpecimens
2.3.4SpecimenGeometry
2.3.5MembranePenetrationErrors
2.3.6PreviousExperimentalStudiesUsingHCA
2.4PreviousStudiesonNon-coaxialityofSoilBehaviourUsingHCA
2.5Summary
Chapter3ExperimentalMethodology
3.1Introduction
3.2NCGHollowCylinderApparatus
3.2.1Introduction
3.2.2EquipmentSetup
3.2.3LoadingSystemandMeasuringInstrumentation
3.2.4ControlSoftware
3.3TestedMaterials
3.3.1IndexProperties
3.3.2ParticleShapes
3.4TestingProcedures
3.4.1SpecimenPreparation
3.4.2SaturationandConsolidation
3.4.3TestControl
3.4.4StressPaths
3.5EquipmentEvaluation
3.5.1PreliminaryExperiments
3.5.2RepeatabilityofTestResults
3.5.3HollowCylinderTestVersusTriaxialTest
3.5.4MembranePenetrationErrorCorrection
3.6Summary
Chapter4MonotonicLoadingTests
4.1Introduction
4.2TestDetails
4.2.1InitialConditions
4.2.2StressPaths
4.3GeneralSoilBehaviour
4.3.1SeriesF-D：DenseSand
4.3.2SeriesF-M：MediumDenseSand
4.3.3DiscussionandComparison
4.4Non-coaxialSoilBehaviour
4.4.1SeriesF-D：DenseSand
4.4.2SeriesF-D：MediumDenseSand
4.4.3DiscussionandComparison
4.5Summary
Chapter5PureRotationTests
5.1Introduction
5.2TestingProcedures
5.2.1TestingConditions
5.2.2StressPathsFollowed
5.2.3VariationsofStresses
5.3TestsonPortawaySand
5.3.1GeneralSoil，Behaviour
5.3.2Non-coaxialBehaviour
5.4TestsonLeightonBuzzardSand
5.4.1GeneralSoilBehaviour
5.4.2Non-coaxialBehaviour
5.5ComparisonandDiscussion
5.6Summary
Chapter6CombinedLoadingTests
6.1Introduction
6.2TestingProcedures
6.3GeneralSoilBehaviour
6.3.1StressVariation
6.3.2StrainVariation
6.3.3EffectofDensity
6.4Non-coaxialSoilBehaviour
6.5ComparisonandDiscussion
6.6Summary
Chapter7SummaryandConclusions
7.1Summary
7.1.1BackgroundonNon-coaxiality
7.1.2ReasontoStudytheNon-coaxialSoilBehaviour
7.1.3ExperimentalTechniques
7.2Conclusions
7.2.1BehaviourUnderMonotonicLoading
7.2.2BehaviourUnderPureRotationofa
7.2.3BehaviourUnderCombinedLoading
7.3RecommendationsforFutureResearch
7.3.1UpdateoftheExperimentalTechniques
7.3.2ExperimentalWork
ListofTables
ListofFigures
References
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内容简介:
岩土材料在主应力增量和主应变增量上具有非共轴性，其重要性在岩土工程领域中被广泛重视。《AnExperimentalStudyofNon-coaxialSoilBehavi》利用HCA（空心扭剪仪）进行了一系列砂土的非共轴力学试验，并且从砂土非共轴性的表象规律、发生条件和机理、影响因素等方面进行了深入阐释。《AnExperimentalStudyofNon-coaxialSoilBehavi》内容包括：文献综述，试验方法介绍，单调加载试验研究，纯剪试验研究，联合加载试验研究。
-
作者简介:
Dr. Yan-yan Cai, the author of this book,was born in Fujian Province of China in1982. She obtained Bachelor degree inCivil Engineering at China Universityof Mining and Technology, P. R. China.Dr Cai obtained her Master and Doctordegrees of Geotechnical Engineeringat University of Nottingham, U.K. in2010. Now, Dr. Cai is working in CivilEngineering Department, HuaqiaoUniveisity, P. R. China as the associateprofessor and master supervisor.
Dr. Cai devoted to the researches onmechanism and theory of soils in thepast 10 years. So far, she has publishedmore than 20 academic papers, more ofwhich were published in authoritativeinternational journals such as 'Journal ofGeotechnical and Geoenvironmental','Materials Research Innovations', etc.Dr. Cai has been responsible or involvedin more than seven projects funded byNational Natural Science Foundation ofP. R China, Ministry of Education of P. R.China. etc.
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目录:
Abstract
Acknowledgements
ListofSymbols
Chapter1Introduction
1.1Background
1.2ResearchObjectives
1.3OutlineoftheBook
Chapter2LiteratureReview
2.1Introduction
2.2Non-coaxialityofSoilBehaviour
2.2.1DefinitionofNon-coaxiality
2.2.2PreviousStudiesonNon-coaxiality
2.2.3PreviousNumericalStudiesonNon-coaxiality
2.3HollowCylinderApparatus
2.3.1Introduction
2.3.2PrinciplesofHollowCylinderTesting
2.3.3StressDistributioninHollowCylinderSpecimens
2.3.4SpecimenGeometry
2.3.5MembranePenetrationErrors
2.3.6PreviousExperimentalStudiesUsingHCA
2.4PreviousStudiesonNon-coaxialityofSoilBehaviourUsingHCA
2.5Summary
Chapter3ExperimentalMethodology
3.1Introduction
3.2NCGHollowCylinderApparatus
3.2.1Introduction
3.2.2EquipmentSetup
3.2.3LoadingSystemandMeasuringInstrumentation
3.2.4ControlSoftware
3.3TestedMaterials
3.3.1IndexProperties
3.3.2ParticleShapes
3.4TestingProcedures
3.4.1SpecimenPreparation
3.4.2SaturationandConsolidation
3.4.3TestControl
3.4.4StressPaths
3.5EquipmentEvaluation
3.5.1PreliminaryExperiments
3.5.2RepeatabilityofTestResults
3.5.3HollowCylinderTestVersusTriaxialTest
3.5.4MembranePenetrationErrorCorrection
3.6Summary
Chapter4MonotonicLoadingTests
4.1Introduction
4.2TestDetails
4.2.1InitialConditions
4.2.2StressPaths
4.3GeneralSoilBehaviour
4.3.1SeriesF-D：DenseSand
4.3.2SeriesF-M：MediumDenseSand
4.3.3DiscussionandComparison
4.4Non-coaxialSoilBehaviour
4.4.1SeriesF-D：DenseSand
4.4.2SeriesF-D：MediumDenseSand
4.4.3DiscussionandComparison
4.5Summary
Chapter5PureRotationTests
5.1Introduction
5.2TestingProcedures
5.2.1TestingConditions
5.2.2StressPathsFollowed
5.2.3VariationsofStresses
5.3TestsonPortawaySand
5.3.1GeneralSoil，Behaviour
5.3.2Non-coaxialBehaviour
5.4TestsonLeightonBuzzardSand
5.4.1GeneralSoilBehaviour
5.4.2Non-coaxialBehaviour
5.5ComparisonandDiscussion
5.6Summary
Chapter6CombinedLoadingTests
6.1Introduction
6.2TestingProcedures
6.3GeneralSoilBehaviour
6.3.1StressVariation
6.3.2StrainVariation
6.3.3EffectofDensity
6.4Non-coaxialSoilBehaviour
6.5ComparisonandDiscussion
6.6Summary
Chapter7SummaryandConclusions
7.1Summary
7.1.1BackgroundonNon-coaxiality
7.1.2ReasontoStudytheNon-coaxialSoilBehaviour
7.1.3ExperimentalTechniques
7.2Conclusions
7.2.1BehaviourUnderMonotonicLoading
7.2.2BehaviourUnderPureRotationofa
7.2.3BehaviourUnderCombinedLoading
7.3RecommendationsforFutureResearch
7.3.1UpdateoftheExperimentalTechniques
7.3.2ExperimentalWork
ListofTables
ListofFigures
References
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