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Short‐crested wave‐induced soil response in a porous seabed of infinite thickness

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Publication:4275884
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DOI10.1002/nag.1610170803zbMath0785.73063OpenAlexW2077093757MaRDI QIDQ4275884

John R. C. Hsu, Ching-Piao Tsai, Dong-Sheng Jeng

Publication date: 21 April 1994

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.1610170803

zbMATH Keywords

effective stressespore pressuressoil permeabilitysoil stiffnessanisotropic soil matrixwave obliquity


Mathematics Subject Classification ID

Bulk waves in solid mechanics (74J10) Flows in porous media; filtration; seepage (76S05) Soil and rock mechanics (74L10)


Related Items

Unnamed Item, Analytical solution for wave-induced response of isotropic poro-elastic seabed, Flexural gravity wave motion over poroelastic bed, Bragg scattering of waves propagating over a series of poro-elastic submerged breakwaters, Effect of wave non-linearity on the standing-wave-induced seabed response



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