Pore-Water Pressure Development Caused by Wave-Induced Cyclic Loading in Deep Porous Formation
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Volume 13, Issue 1
Abstract
The overall development of pore-water pressure in a deep, homogenous, and isotropic porous formation caused by wave-induced cyclic loading has been analyzed. A simplified equation for the estimation of the maximum possible liquefied soil (sediment) depth has been proposed for residual liquefaction in deep, homogenous, and isotropic soils with known soil parameters, water depth, and design wind-induced wave parameters.
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Published In
International Journal of Geomechanics
Volume 13 • Issue 1 • February 2013
Pages: 65 - 68
Copyright
© 2013 American Society of Civil Engineers.
History
Received: Apr 14, 2011
Accepted: Oct 14, 2011
Published online: Oct 18, 2011
Published in print: Feb 1, 2013
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