Effect of wave non-linearity on the standing-wave-induced seabed response

DOI<link itemprop=identifier href="https://doi.org/10.1002/1096-9853(200009)24:11<869::AID-NAG104>3.0.CO;2-J" /><869::AID-NAG104>3.0.CO;2-J 10.1002/1096-9853(200009)24:11<869::AID-NAG104>3.0.CO;2-JzbMath0995.74015OpenAlexW2039241468MaRDI QIDQ4515539

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Publication date: 21 October 2002

Full work available at URL: https://doi.org/10.1002/1096-9853(200009)24:11<869::aid-nag104>3.0.co;2-j

zbMATH Keywords

nonlinearitysecond-order approximationwave heightwater depthsoil columnnegative pore pressurenet pore pressureresidual pore pressureseabed responsesoil saturationstanding-wave theorywave-induced liquefaction potential

Mathematics Subject Classification ID

Fluid-solid interactions (including aero- and hydro-elasticity, porosity, etc.) (74F10) Flows in porous media; filtration; seepage (76S05) Water waves, gravity waves; dispersion and scattering, nonlinear interaction (76B15) Soil and rock mechanics (74L10)

Cites Work

• Unnamed Item
• Short‐crested wave‐induced soil response in a porous seabed of infinite thickness
• Standing surface waves of finite amplitude
• A sedimentary and faunal study of the Blue Lias of Dorset and Glamorgan

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