Wave‐induced soil response in an unsaturated anisotropic seabed of finite thickness

DOI10.1002/nag.1610181104zbMath0814.73050OpenAlexW2073361811MaRDI QIDQ4326310

John R. C. Hsu, Dong-Sheng Jeng

Publication date: 22 June 1995

Published in: International Journal for Numerical and Analytical Methods in Geomechanics (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1002/nag.1610181104

zbMATH Keywords

analytical solutionpore pressureeffective stressesnon-cohesive soil matrixtwo intersecting waves

Mathematics Subject Classification ID

Hydrology, hydrography, oceanography (86A05) Flows in porous media; filtration; seepage (76S05) Soil and rock mechanics (74L10)

Related Items (7)

Unnamed Item ⋮ Analytical solution for wave-induced response of isotropic poro-elastic seabed ⋮ 3D models for wave-induced pore pressures near breakwater heads ⋮ Effects of bottom shear stresses on the wave-induced dynamic response in a porous seabed: PORO-WSSI (shear) model ⋮ Solutions of pore pressure build up due to progressive waves ⋮ Numerical study of the stability of breakwater built on a sloped porous seabed under tsunami loading ⋮ Transient wave-induced pore-water-pressure and soil responses in a shallow unsaturated poroelastic seabed

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