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    Pore-Water Pressure Development Caused by Wave-Induced Cyclic Loading in Deep Porous Formation

    Source: International Journal of Geomechanics:;2013:;Volume ( 013 ):;issue: 001
    Author:
    Africa M.
    ,
    Geremew
    DOI: 10.1061/(ASCE)GM.1943-5622.0000189
    Publisher: American Society of Civil Engineers
    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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      Pore-Water Pressure Development Caused by Wave-Induced Cyclic Loading in Deep Porous Formation

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    https://yetl.yabesh.ir/yetl1/handle/yetl/61590
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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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    DSpace software copyright © 2002-2015  DuraSpace
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