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"Opening with recent advances in both the theoretical and physical models for wave-seabed-structure interactions, this book provides an updated look at the mathematics behind the interactions between sea, soil and man-made structures. The main models are broken down to key equations, and their strengths and challenges are discussed. These models are then placed in context with industry-relevant examples, in both two and three dimensions. From seabed instability around offshore wind turbines, to soil conditions in response to the laying of submarine pipelines, this book takes a comprehensive look at a variety of wave-seabed-structure interactions. With important implications for the future of offshore infrastructure, this is an ideal resource for industry workers, undergraduate students, and researchers"--

624.13 --- Waves --- Offshore structures --- Marine geotechnics --- Geotechnics, Marine --- Marine geotechnique --- Marine soil mechanics --- Geotechnical engineering --- Ocean engineering --- Submarine geology --- Marine structures --- Offshore installations --- Structures, Offshore --- Hydraulic engineering --- Cycles --- Hydrodynamics --- Benjamin-Feir instability --- 624.13 Geotechnics. Soil mechanics. Earthworks. Frozen ground engineering --- Geotechnics. Soil mechanics. Earthworks. Frozen ground engineering --- Mathematical models --- Dynamics&delete& --- Ocean bottom --- Dynamics --- Ocean bottom - Mathematical models --- Waves - Mathematical models --- Offshore structures - Dynamics - Mathematical models --- Marine geotechnics - Mathematical models

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"Porous Models for Wave-seabed Interactions" discusses the Phenomenon of wave-seabed interactions, which is a vital issue for coastal and geotechnical engineers involved in the design of foundations for marine structures such as pipelines, breakwaters, platforms, etc. The most important sections of this book will be the fully detailed theoretical models of wave-seabed interaction problem, which are particularly useful for postgraduate students and junior researchers entering the discipline of marine geotechnics and offshore engineering. This book also converts the research outcomes of theoretical studies to engineering applications that will provide front-line engineers with practical and effective tools in the assessment of seabed instability in engineering design. Prof. Dong-Sheng Jeng works at Shanghai Jiao Tong University, China.

Geology. Earth sciences --- Hydrobiology --- Mining industry --- Hydraulic engineering --- Civil engineering. Building industry --- Physical geography --- Geography --- waterbouwkunde --- oceanen --- kustbescherming --- hydrobiologie --- mijnbouw --- haveninfrastructuur --- geografie --- geologie --- ingenieurswetenschappen --- oceanografie

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The phenomenon of soil–structure interactions in marine environments has attracted great attention from coastal geotechnical engineers in recent years. One of the reasons for the growing interest is the rapid development of marine resources (such as in the oil and gas industry, marine renewable energy, and fish farming industry) as well as the damage to marine infrastructure that has occurred in the last two decades. To assist practical engineers in the design and planning of coastal geotechnical projects, a better understanding of the mechanisms of soil–structure interactions in marine environments is desired. This Special Issue reports the recent advances in the problems of structure–seabed interactions in marine environment and provides practical engineers and researchers with information on recent developments in this field.

Technology: general issues --- wave-seabed-structure interactions --- mesh-free model --- local radial basis function collocation method --- oscillatory liquefaction --- irregular wave --- sand --- void ratio --- disturbed state concept --- disturbance function --- constitutive model --- seepage failure --- critical hydraulic gradient --- excess pore pressure --- fluidization degree --- resuspension --- soil --- liquefaction --- fractional order --- cyclic mobility --- spudcan --- stiffness --- reduction --- finite element analysis --- dual-stage Eulerian–Lagrangian technique --- slope stability --- immersed tunnel --- solitary wave --- foundation trench --- numerical modeling --- scour --- marine structures --- numerical modelling --- sediment transport --- Biot’s equations --- multiphase theory --- RANS equations --- seabed --- in situ test --- liquefied submarine sediments --- rheological characteristics --- pile jacking --- consolidation effect --- saturated fine-grained soil --- excess pore water pressure --- pile set-up --- side shear resistance --- hybrid Lagrangian–ALE method --- n/a --- dual-stage Eulerian-Lagrangian technique --- Biot's equations --- hybrid Lagrangian-ALE method

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The phenomenon of soil–structure interactions in marine environments has attracted great attention from coastal geotechnical engineers in recent years. One of the reasons for the growing interest is the rapid development of marine resources (such as in the oil and gas industry, marine renewable energy, and fish farming industry) as well as the damage to marine infrastructure that has occurred in the last two decades. To assist practical engineers in the design and planning of coastal geotechnical projects, a better understanding of the mechanisms of soil–structure interactions in marine environments is desired. This Special Issue reports the recent advances in the problems of structure–seabed interactions in marine environment and provides practical engineers and researchers with information on recent developments in this field.

Technology: general issues --- wave-seabed-structure interactions --- mesh-free model --- local radial basis function collocation method --- oscillatory liquefaction --- irregular wave --- sand --- void ratio --- disturbed state concept --- disturbance function --- constitutive model --- seepage failure --- critical hydraulic gradient --- excess pore pressure --- fluidization degree --- resuspension --- soil --- liquefaction --- fractional order --- cyclic mobility --- spudcan --- stiffness --- reduction --- finite element analysis --- dual-stage Eulerian-Lagrangian technique --- slope stability --- immersed tunnel --- solitary wave --- foundation trench --- numerical modeling --- scour --- marine structures --- numerical modelling --- sediment transport --- Biot's equations --- multiphase theory --- RANS equations --- seabed --- in situ test --- liquefied submarine sediments --- rheological characteristics --- pile jacking --- consolidation effect --- saturated fine-grained soil --- excess pore water pressure --- pile set-up --- side shear resistance --- hybrid Lagrangian-ALE method --- wave-seabed-structure interactions --- mesh-free model --- local radial basis function collocation method --- oscillatory liquefaction --- irregular wave --- sand --- void ratio --- disturbed state concept --- disturbance function --- constitutive model --- seepage failure --- critical hydraulic gradient --- excess pore pressure --- fluidization degree --- resuspension --- soil --- liquefaction --- fractional order --- cyclic mobility --- spudcan --- stiffness --- reduction --- finite element analysis --- dual-stage Eulerian-Lagrangian technique --- slope stability --- immersed tunnel --- solitary wave --- foundation trench --- numerical modeling --- scour --- marine structures --- numerical modelling --- sediment transport --- Biot's equations --- multiphase theory --- RANS equations --- seabed --- in situ test --- liquefied submarine sediments --- rheological characteristics --- pile jacking --- consolidation effect --- saturated fine-grained soil --- excess pore water pressure --- pile set-up --- side shear resistance --- hybrid Lagrangian-ALE method