波浪.海床和结构物相互作用:模拟.过程及应用(英文版) 内容简介

本书主要针对海洋岩土工程领域中流体与土壤结构交互作用机制及其相关工程，进行一系列详尽的理论介绍及其相应的工程应用介绍。本书主要读者对象包括从事海洋岩土工程领域前沿研究的科研人员（含博硕士生）及从事工程设计的基础工程师。

波浪.海床和结构物相互作用:模拟.过程及应用(英文版) 目录

1 Overview
1．1Background
1．2Recent Advances in Theoretical Models for Wave-Seabed Interactions（WSIs）
1．2．1An Overview of Theoretical Models
1．2．2Simplified Models
1．2．3Biot's Poro-Elastic Models for Oscillatory Mechanism
1．2．4Inelastic Models for Residual Mechanism
1．2．5Poro-Elastoplastic Models
1．2．6Waves Propagating over a Porous Seabed： Wave Damping and Seepage Flux
1．3Recent Advances in Wave-Induced Seabed Instability
1．3．1Shear Failure
1．3．2Liquefaction
1．4Recent Advances in Physical Modeling
1．4．1Wave Flume Experiments
1．4．2Compressive Tests
1．4．3Centrifugal Wave Experiment
1．5Recent Advances in Field Measurements
1．6Recent Advances in Wave-Seabed-Structure Interactions （WSSIs）
1．6．1Seawalls
1．6．2Breakwaters
1．6．3Pipelines
1．6．4Other Foundations
1．7Challenges in Future Studies
2 Basic Seabed Mechanisms
2．1Introduction
2．2Wave Models
2．2．1Linear Wave Model
2．2．2Fully Non-Linear Wave Models
2．3Wave-Induced Oscillatory Soil Response
2．3．1Yamamoto-Madsen Model
2．3．2Okusa （1985b） Model
2．3．3Mei-Foda （1981） Model
2．3．4u-p Approach
2．3．5u-U Approach
2．3．6Discussions： Comparisons and Validation of the Models
2．4Wave-Induced Residual Soil Response
2．4．11D Seed-Rahman Model
2．4．22D Seed-Rahman Model
2．4．3Poro-Elastoplastic Seabed Model
2．5Progressive Nature of Wave-Induced Liquefaction
2．5．1Two-Layered Fluid Systems
2．5．2Poro-Elastoplastic Soil Model for Progressive Liquefaction
2．6Solitary Wave over a Sloping Seabed
2．6．1Theoretical Model
2．6．2Comparison with Previous Works
2．6．3Results and Discussions
2．7Coupled Model for Wave-Seabed Interactions
3 Soil Response in Marine Sediments under Combined Loading of Waves and Currents
3．1Introduction
3．2Flow Models for Wave-Current Interaction
3．2．1Analytical Solution： Third-Order Approximation of Wave-Current Interactions
3．2．2Numerical Models of Wave-Current Interactions
3．3Seabed Model
3．3．1Boundary Value Problem
3．3．2Analytical Solutions and Numerical Models
3．3．3Treatment of Lateral Boundary Conditions
3．4Discussions
3．4．1Effects of Currents
3．4．2Seabed Liquefaction under Combined Wave and Current Loading
4 Integrated Model of Wave-Seabed Interactions around Caisson-Type Breakwaters
4．1Introduction
4．2Theoretical Model
4．2．1Wave Model
4．2．2Seabed Model
4．2．3Integration of Wave and Seabed Models
4．3Validation of the Model
4．3．1Lu's （2005） Experiment： Progressive Waves
4．3．2Tsai and Lee's （1995） Experiment： Standing Wave
4．3．3Mizutani and Mostafa's （1998） Experiment： Submerged Breakwater
4．3．4Mostafa et al．'s （1999） Experiment： Composite Breakwater
4．4Application 1： Seabed Response around Composite Breakwater under Ocean Wave Loading
4．4．1Consolidation of Seabed under Composite Breakwater and Static Water Pressure
4．4．2Dynamic Response of a Seabed
4．4．3Wave-Induced Momentary Liquefaction
4．5Application II： Water Waves over Permeable Submerged Breakwaters with Bragg Reflection
4．5．1Numerical Example Configuration
4．5．2Comparison with Experiments （Cho et al． 2004）
4．5．3Pore-Water Pressures
4．5．4Vertical Effective Stresses
4．5．5Liquefaction Potential
4．6Application III： Wave-Induced Dynamic Response in the Vicinity of a
Breakwater on a Sloping Seabed
4．6．1Wave-Seabed-Breakwater Interactions
4．6．2Wave-Induced Residual Liquefaction
5 Mechanics of Wave-Seabed-Pipeline Interactions
5．1Introduction
5．2Theoretical Formulations
5．2．1Wave Model
5．2．2Seabed Model
5．2．3Integration of Wave and Seabed Models
5．3Validations of Theoretical Models
5．4Oscillatory Soil Response around a Fully Buried Pipeline
5．4．1Oscillatory Soil Response in a Non-Homogeneous Seabed

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自然科学 地球科学 海洋学

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