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    Cyclic p-y Plasticity Model Applied to Pile Foundations in Sand

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2015:;Volume ( 141 ):;issue: 005
    Author:
    Jung In Choi
    ,
    Myoung Mo Kim
    ,
    Scott J. Brandenberg
    DOI: 10.1061/(ASCE)GT.1943-5606.0001261
    Publisher: American Society of Civil Engineers
    Abstract: The lateral response of pile foundations in sand is commonly analyzed using the beam on nonlinear Winkler foundation (BNWF) assumption, with load transfer behavior often characterized by the API sand
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      Cyclic p-y Plasticity Model Applied to Pile Foundations in Sand

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    http://yetl.yabesh.ir/yetl1/handle/yetl/72802
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    contributor authorJung In Choi
    contributor authorMyoung Mo Kim
    contributor authorScott J. Brandenberg
    date accessioned2017-05-08T22:10:23Z
    date available2017-05-08T22:10:23Z
    date copyrightMay 2015
    date issued2015
    identifier other37091861.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/72802
    description abstractThe lateral response of pile foundations in sand is commonly analyzed using the beam on nonlinear Winkler foundation (BNWF) assumption, with load transfer behavior often characterized by the API sand
    publisherAmerican Society of Civil Engineers
    titleCyclic p-y Plasticity Model Applied to Pile Foundations in Sand
    typeJournal Paper
    journal volume141
    journal issue5
    journal titleJournal of Geotechnical and Geoenvironmental Engineering
    identifier doi10.1061/(ASCE)GT.1943-5606.0001261
    treeJournal of Geotechnical and Geoenvironmental Engineering:;2015:;Volume ( 141 ):;issue: 005
    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