Structure-Seabed Interactions in Marine Environments

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 ener...

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Detalles Bibliográficos
Formato:	Online
Idioma:	inglés
Publicado:	MDPI - Multidisciplinary Digital Publishing Institute 2022
Subjects:	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 thema EDItEUR::T Technology, Engineering, Agriculture, Industrial processes::TB Technology: general issues
Acceso en liña:	ONIX_20220111_9783036522050_780
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Structure-Seabed Interactions in Marine Environments

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