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contributor authorAfrica M.
contributor authorGeremew
date accessioned2017-05-08T21:45:30Z
date available2017-05-08T21:45:30Z
date copyrightFebruary 2013
date issued2013
identifier other%28asce%29gm%2E1943-5622%2E0000202.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/61590
description abstractThe 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.
publisherAmerican Society of Civil Engineers
titlePore-Water Pressure Development Caused by Wave-Induced Cyclic Loading in Deep Porous Formation
typeJournal Paper
journal volume13
journal issue1
journal titleInternational Journal of Geomechanics
identifier doi10.1061/(ASCE)GM.1943-5622.0000189
treeInternational Journal of Geomechanics:;2013:;Volume ( 013 ):;issue: 001
contenttypeFulltext


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