Effects of bottom shear stresses on the wave-induced dynamic response in a porous seabed: PORO-WSSI (shear) model

DOI10.1007/s10409-011-0469-1zbMath1293.76144OpenAlexW1993848895MaRDI QIDQ399586

J. Herrera, H. S. Yoon

Publication date: 19 August 2014

Published in: Acta Mechanica Sinica (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1007/s10409-011-0469-1

zbMATH Keywords

Biot's theory``\(u\)-\(p\) approximationbottom shear stressesporous seabedwave-induced dynamic response

Mathematics Subject Classification ID

Hydrology, hydrography, oceanography (86A05) Flows in porous media; filtration; seepage (76S05) Finite element methods applied to problems in fluid mechanics (76M10)

Cites Work

• A unified set of single step algorithms part 3: The beta-m method, a generalization of the Newmark scheme
• Wave‐induced soil response in an unsaturated anisotropic seabed of finite thickness
• Oscillatory soil response and liquefaction in an unsaturated layered seabed
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