scientific article; zbMATH DE number 1389670

DOI<link itemprop=identifier href="https://doi.org/10.1002/(SICI)1096-9853(199911)23:13<1559::AID-NAG57>3.0.CO;2-U" /><1559::AID-NAG57>3.0.CO;2-U 10.1002/(SICI)1096-9853(199911)23:13<1559::AID-NAG57>3.0.CO;2-UzbMath0962.74016MaRDI QIDQ4934166

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Publication date: 13 June 2001

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zbMATH Keywords

finite element methodcompressible fluidoffshore structurespipelineGibson soilcompressible porous mediumwave-induced pore pressurewave-seabed-structure interaction

Mathematics Subject Classification ID

Fluid-solid interactions (including aero- and hydro-elasticity, porosity, etc.) (74F10) Finite element methods applied to problems in solid mechanics (74S05) Flows in porous media; filtration; seepage (76S05) Soil and rock mechanics (74L10)

Cites Work

• Short‐crested wave‐induced soil response in a porous seabed of infinite thickness
• Wave‐induced soil response in an unsaturated anisotropic seabed of finite thickness

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