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    Undrained Limit Analyses for Combined Loading of Strip Footings on Clay

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;1998:;Volume ( 124 ):;issue: 003
    Author:
    Boonchai Ukritchon
    ,
    Andrew J. Whittle
    ,
    Scott W. Sloan
    DOI: 10.1061/(ASCE)1090-0241(1998)124:3(265)
    Publisher: American Society of Civil Engineers
    Abstract: This paper applies numerical limit analyses to evaluate the undrained stability of surface footings on nonhomogeneous and layered clay deposits under the combined effects of vertical, horizontal, and moment (
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      Undrained Limit Analyses for Combined Loading of Strip Footings on Clay

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/51517
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    contributor authorBoonchai Ukritchon
    contributor authorAndrew J. Whittle
    contributor authorScott W. Sloan
    date accessioned2017-05-08T21:26:23Z
    date available2017-05-08T21:26:23Z
    date copyrightMarch 1998
    date issued1998
    identifier other%28asce%291090-0241%281998%29124%3A3%28265%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/51517
    description abstractThis paper applies numerical limit analyses to evaluate the undrained stability of surface footings on nonhomogeneous and layered clay deposits under the combined effects of vertical, horizontal, and moment (
    publisherAmerican Society of Civil Engineers
    titleUndrained Limit Analyses for Combined Loading of Strip Footings on Clay
    typeJournal Paper
    journal volume124
    journal issue3
    journal titleJournal of Geotechnical and Geoenvironmental Engineering
    identifier doi10.1061/(ASCE)1090-0241(1998)124:3(265)
    treeJournal of Geotechnical and Geoenvironmental Engineering:;1998:;Volume ( 124 ):;issue: 003
    contenttypeFulltext
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