波浪和海床交互作用的多孔介质理论

1 Introduction1.1 Introduction1.2 Hot Research Topics1.3 Outline of the BookReferences2 RecentAdvances2.1 Introduction2.2 Waves Propagat.ing over a Porous Seabed： TheoreticalModels.（Transient Mechanism）2.2.1 Un-coupled Models （or Drained Models）2.2.2 Biot's Consolidation Model（Quasi-Static Model）2.2.3 u-p Approximation2.2.4 DynamicModels2.2.5 Poro-ElastoplasticModels2.3 Waves Propagating over a Porous Seabed： TheoreticalModel（Residual Mechanism）2.4 Waves Propagating over a Porous Seabed： Physical Modeling2.4.1 FieldMeasurements2.4.2 LaboratoryExperiments2.5 Waves Propagating over a Porous Seabed： Wave Damping andSeepage Fluxi a Porous Seabed2.5.1 Wave Damping in a xin Sediments2.5.2 Wave-Driven Seepage Fluxir2.6 Wave-Induced Seabedlnstability2.6.1 ShearFailure2.6.2 LiquefactionReferences3 Wave-Induced Soil Response in anlsotropic Seabed3.1 Introduction3.2 A Short-Crested Wave System3.3 Boundary Value Problem3.3.1 Governing Equations3.3.2 Boundary Conditions3.4 GeneraI Solutions3.4.1 Basic Theoretical Framework3.4.2 Soil Responsein a Seabed of lnfinite Thickness3.4.3 Soil Response in a Porous Seabed of Finite Thickness3.4.4 Soil Response in a Layered Seabed3.4.5 LimitingTwo-DimensionaIConditions3.4.6 A Special Case： Fully Saturated Isotropic Seabed of lnfiniteThickness3.5 Verification3.5.1 Comparison with Two-Dimensional Experimental Data3.5.2 Comparison with Two-DimensionalAnalyticaISolutions3.5.3 Comparison with Numerical Model [18, 40,4113.6 Results and Discussion3.6.1 Effect ofWave Characteristics3.6.2 Effect of Soil Characteristics3.6.3 Effect of a Combined Obliquity-Permeability Parameter3.6.4 Effect of a Top Layer3.7 Summary3.8 List ofCoefficients Bi and CiReferences4 Wave-Induced Seabedlnstability4.1 Introduction4.2 Shear Failure4.2.1 Principal Stresses4.2.2 Mohr-Coulomb's Criterion4.3 Soil Liquefaction4.3.1 Excess Pore Pressure4.3.2 Criteria of Liquefaction4.3.3 SeepageForce4.4 Wave-Induced Seabedlnstability4.4.1 Effect of Wave Characteristics4.4.2 Effect of Soil Characteristics4.4.3 Effect of Combined Obliquity-Permeability Parameter4.4.4 TemporalVariationinWave-InducedLiquefaction4.5 Seabed Protection4.5.1 Effects of a Top Layer4.5.2 Methodology of SeabedP rotection4.6 SummaryReferences……5 Wave-Induced Seabed Response in Non-homogeneous AnisotropicSeabed6 Dynanuc Analysis for Wave-seabed Interaction7 Wave Propagation over Coulomb-Damped Seabed8 Random Wave-Induced Seabed Response9 Wave-Induced Pore Pressure Accumulation in Marine Sediments10 Wave-Induced Progressive Liquefaction in a Porous SeabedIndex

　　《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。