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郑东生 著 / 上海交通大学出版社 / 2013-01 / 精装
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波浪和海床交互作用的多孔介质理论(英文版)
《波浪和海床交互作用的多孔介质理论(英文版)》主要针对海洋岩土工程领域中核心问题,波浪-海床交互作用现象及其相关工程,进行一系列详尽的理论介绍及其相应的工程应用,主要内容包括相关研究最新进展及未来具挑战性的问题、波浪及海床相互作用问题的理论阐述以及海洋结构物附近的流固土耦合过程。作者针对核心理论作详尽阐述,并将其以适合工业界应用的形式展示,不仅为学术界科研人员提供理论基础,同时也为工程界提供有效的设计参考准则。
1Introduction1.1Introduction1.2HotResearchTopics1.3OutlineoftheBookReferences2RecentAdvances2.1Introduction2.2WavesPropagat.ingoveraPorousSeabed:TheoreticalModels.(TransientMechanism)2.2.1Un-coupledModels(orDrainedModels)2.2.2Biot'sConsolidationModel(Quasi-StaticModel)2.2.3u-pApproximation2.2.4DynamicModels2.2.5Poro-ElastoplasticModels2.3WavesPropagatingoveraPorousSeabed:TheoreticalModel(ResidualMechanism)2.4WavesPropagatingoveraPorousSeabed:PhysicalModeling2.4.1FieldMeasurements2.4.2LaboratoryExperiments2.5WavesPropagatingoveraPorousSeabed:WaveDampingandSeepageFluxiaPorousSeabed2.5.1WaveDampinginaxinSediments2.5.2Wave-DrivenSeepageFluxir2.6Wave-InducedSeabedlnstability2.6.1ShearFailure2.6.2LiquefactionReferences3Wave-InducedSoilResponseinanlsotropicSeabed3.1Introduction3.2AShort-CrestedWaveSystem3.3BoundaryValueProblem3.3.1GoverningEquations3.3.2BoundaryConditions3.4GeneraISolutions3.4.1BasicTheoreticalFramework3.4.2SoilResponseinaSeabedoflnfiniteThickness3.4.3SoilResponseinaPorousSeabedofFiniteThickness3.4.4SoilResponseinaLayeredSeabed3.4.5LimitingTwo-DimensionaIConditions3.4.6ASpecialCase:FullySaturatedIsotropicSeabedoflnfiniteThickness3.5Verification3.5.1ComparisonwithTwo-DimensionalExperimentalData3.5.2ComparisonwithTwo-DimensionalAnalyticaISolutions3.5.3ComparisonwithNumericalModel[18,40,4113.6ResultsandDiscussion3.6.1EffectofWaveCharacteristics3.6.2EffectofSoilCharacteristics3.6.3EffectofaCombinedObliquity-PermeabilityParameter3.6.4EffectofaTopLayer3.7Summary3.8ListofCoefficientsBiandCiReferences4Wave-InducedSeabedlnstability4.1Introduction4.2ShearFailure4.2.1PrincipalStresses4.2.2Mohr-Coulomb'sCriterion4.3SoilLiquefaction4.3.1ExcessPorePressure4.3.2CriteriaofLiquefaction4.3.3SeepageForce4.4Wave-InducedSeabedlnstability4.4.1EffectofWaveCharacteristics4.4.2EffectofSoilCharacteristics4.4.3EffectofCombinedObliquity-PermeabilityParameter4.4.4TemporalVariationinWave-InducedLiquefaction4.5SeabedProtection4.5.1EffectsofaTopLayer4.5.2MethodologyofSeabedProtection4.6SummaryReferences……5Wave-InducedSeabedResponseinNon-homogeneousAnisotropicSeabed6DynanucAnalysisforWave-seabedInteraction7WavePropagationoverCoulomb-DampedSeabed8RandomWave-InducedSeabedResponse9Wave-InducedPorePressureAccumulationinMarineSediments10Wave-InducedProgressiveLiquefactioninaPorousSeabedIndex
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