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    Study of Soil Layering Effects on Lateral Loading Behavior of Piles

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2005:;Volume ( 131 ):;issue: 006
    Author:
    Zhaohui Yang
    ,
    Boris Jeremić
    DOI: 10.1061/(ASCE)1090-0241(2005)131:6(762)
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents results of the finite element study on the behavior of a single pile in elastic-plastic soils. Pile behavior in uniform sand and clay soils as well as cases with a sand layer in a clay deposit and a clay layer in a sand deposit were analyzed using finite element modeling. Finite element results were used to generate
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      Study of Soil Layering Effects on Lateral Loading Behavior of Piles

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    http://yetl.yabesh.ir/yetl1/handle/yetl/52716
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    contributor authorZhaohui Yang
    contributor authorBoris Jeremić
    date accessioned2017-05-08T21:28:15Z
    date available2017-05-08T21:28:15Z
    date copyrightJune 2005
    date issued2005
    identifier other%28asce%291090-0241%282005%29131%3A6%28762%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/52716
    description abstractThis paper presents results of the finite element study on the behavior of a single pile in elastic-plastic soils. Pile behavior in uniform sand and clay soils as well as cases with a sand layer in a clay deposit and a clay layer in a sand deposit were analyzed using finite element modeling. Finite element results were used to generate
    publisherAmerican Society of Civil Engineers
    titleStudy of Soil Layering Effects on Lateral Loading Behavior of Piles
    typeJournal Paper
    journal volume131
    journal issue6
    journal titleJournal of Geotechnical and Geoenvironmental Engineering
    identifier doi10.1061/(ASCE)1090-0241(2005)131:6(762)
    treeJournal of Geotechnical and Geoenvironmental Engineering:;2005:;Volume ( 131 ):;issue: 006
    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
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