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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

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The ocean is the cradle of life and is rich in natural resources. With the worldwide boom in exploration and application of ocean resources, a dramatically increasing amount of coastal engineering and offshore engineering facilities have been constructed in the last few decades. The rapid development of human economic activities and the global climate change have significant impacts on the marine environment, resulting in frequent geological disasters. Under this circumstance, there is an urgent demand for a platform for scientists and engineers to share their state-of-art research outcomes in the field of Marine Engineering Geology. This book is a collection of a series of articles from the 2nd International Symposium of Marine Engineering Geology (ISMEG 2019), presenting some of the recent efforts made towards marine engineering geology and geotechnics, including theoretical advances, laboratory and field testing, design methods, and the potential for further development of these disciplines.

marine soft soil --- double-layer foundation --- consolidation theory --- drainage boundary --- spudcan --- skirted footing --- footprint --- jack-up --- clay --- large deformation analysis --- coral sands --- porous media --- model test --- dispersion --- mechanical dispersion --- molecular diffusion --- soft clay --- cyclic loads --- residual pore pressure --- suction anchor --- wave --- seafloor instability --- pore pressure --- slide surface --- gas distribution --- meshfree method --- Varans --- Biot’s “u − p” approximation --- wave-current induced seabed response --- immersed tunnel --- sediment liquefaction --- heavy metal --- migration --- interior of sediment --- the subaqueous Yellow River Delta --- ocean waves --- double-frequency microseisms --- continental margin --- continental slope --- coral sand --- Fujian sand --- shaking table test --- dynamic response --- pile group --- marine engineering --- seismic liquefaction --- novel liquefaction-resistant structures --- mitigation strategies --- sand wave --- pressure sensing technique --- physical model test --- field application --- wingsail --- aerodynamics --- numerical simulation --- marine silty sand --- small-strain stiffness --- Hardin model --- binary packing model --- dredging and reclamation --- constitutive relationship --- centrifugal experiment --- void ratio–effective stress --- void ratio–permeability coefficient --- n/a --- Biot's "u − p" approximation --- void ratio-effective stress --- void ratio-permeability coefficient

Choose an application

• Reference Manager
• EndNote
• RefWorks (Direct export to RefWorks)

The ocean is the cradle of life and is rich in natural resources. With the worldwide boom in exploration and application of ocean resources, a dramatically increasing amount of coastal engineering and offshore engineering facilities have been constructed in the last few decades. The rapid development of human economic activities and the global climate change have significant impacts on the marine environment, resulting in frequent geological disasters. Under this circumstance, there is an urgent demand for a platform for scientists and engineers to share their state-of-art research outcomes in the field of Marine Engineering Geology. This book is a collection of a series of articles from the 2nd International Symposium of Marine Engineering Geology (ISMEG 2019), presenting some of the recent efforts made towards marine engineering geology and geotechnics, including theoretical advances, laboratory and field testing, design methods, and the potential for further development of these disciplines.

Technology: general issues --- marine soft soil --- double-layer foundation --- consolidation theory --- drainage boundary --- spudcan --- skirted footing --- footprint --- jack-up --- clay --- large deformation analysis --- coral sands --- porous media --- model test --- dispersion --- mechanical dispersion --- molecular diffusion --- soft clay --- cyclic loads --- residual pore pressure --- suction anchor --- wave --- seafloor instability --- pore pressure --- slide surface --- gas distribution --- meshfree method --- Varans --- Biot's "u − p" approximation --- wave-current induced seabed response --- immersed tunnel --- sediment liquefaction --- heavy metal --- migration --- interior of sediment --- the subaqueous Yellow River Delta --- ocean waves --- double-frequency microseisms --- continental margin --- continental slope --- coral sand --- Fujian sand --- shaking table test --- dynamic response --- pile group --- marine engineering --- seismic liquefaction --- novel liquefaction-resistant structures --- mitigation strategies --- sand wave --- pressure sensing technique --- physical model test --- field application --- wingsail --- aerodynamics --- numerical simulation --- marine silty sand --- small-strain stiffness --- Hardin model --- binary packing model --- dredging and reclamation --- constitutive relationship --- centrifugal experiment --- void ratio-effective stress --- void ratio-permeability coefficient --- marine soft soil --- double-layer foundation --- consolidation theory --- drainage boundary --- spudcan --- skirted footing --- footprint --- jack-up --- clay --- large deformation analysis --- coral sands --- porous media --- model test --- dispersion --- mechanical dispersion --- molecular diffusion --- soft clay --- cyclic loads --- residual pore pressure --- suction anchor --- wave --- seafloor instability --- pore pressure --- slide surface --- gas distribution --- meshfree method --- Varans --- Biot's "u − p" approximation --- wave-current induced seabed response --- immersed tunnel --- sediment liquefaction --- heavy metal --- migration --- interior of sediment --- the subaqueous Yellow River Delta --- ocean waves --- double-frequency microseisms --- continental margin --- continental slope --- coral sand --- Fujian sand --- shaking table test --- dynamic response --- pile group --- marine engineering --- seismic liquefaction --- novel liquefaction-resistant structures --- mitigation strategies --- sand wave --- pressure sensing technique --- physical model test --- field application --- wingsail --- aerodynamics --- numerical simulation --- marine silty sand --- small-strain stiffness --- Hardin model --- binary packing model --- dredging and reclamation --- constitutive relationship --- centrifugal experiment --- void ratio-effective stress --- void ratio-permeability coefficient