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    Simple Model for Nonlinear Response of 52 Laterally Loaded Piles

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2013:;Volume ( 139 ):;issue: 002
    Author:
    Wei Dong
    ,
    Guo
    DOI: 10.1061/(ASCE)GT.1943-5606.0000726
    Publisher: American Society of Civil Engineers
    Abstract: The response of a laterally loaded pile is normally dominated by the limiting force per unit length profile (LFP,
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      Simple Model for Nonlinear Response of 52 Laterally Loaded Piles

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/62532
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    contributor authorWei Dong
    contributor authorGuo
    date accessioned2017-05-08T21:47:40Z
    date available2017-05-08T21:47:40Z
    date copyrightFebruary 2013
    date issued2013
    identifier other%28asce%29gt%2E1943-5606%2E0000741.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/62532
    description abstractThe response of a laterally loaded pile is normally dominated by the limiting force per unit length profile (LFP,
    publisherAmerican Society of Civil Engineers
    titleSimple Model for Nonlinear Response of 52 Laterally Loaded Piles
    typeJournal Paper
    journal volume139
    journal issue2
    journal titleJournal of Geotechnical and Geoenvironmental Engineering
    identifier doi10.1061/(ASCE)GT.1943-5606.0000726
    treeJournal of Geotechnical and Geoenvironmental Engineering:;2013:;Volume ( 139 ):;issue: 002
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
    yabeshDSpacePersian