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    A Study of Pile-Soil Interaction Behavior Under Static, Cyclic and Dynamic Lateral Loadings

    Source: Journal of Energy Resources Technology:;1984:;volume( 106 ):;issue: 004::page 496
    Author:
    M. Gao
    ,
    D. B. Chin
    ,
    M. Y. Ma
    ,
    R. G. Sun
    DOI: 10.1115/1.3231113
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: In this paper, the pile-soil interaction behavior of a large-sized steel pipe pile in soft silty clay along the downstream of the Yangtze River is analyzed and discussed through an in-situ experiment under lateral static, cyclic and dynamic loadings, along with the static and dynamic triaxial tests on soil samples in laboratory. In the analysis, the finite element method and other simplified methods are compared using different models of lateral soil stiffness. From the results of the tests as well as the analysis, a possible formulation of the p-y curves of the pile in soft clay under lateral loadings is suggested, and a simplified method of dynamic analysis taking into account of the pile-soil interaction is also proposed.
    keyword(s): Soil , Stiffness , Rivers , Steel , Finite element methods , Dynamic analysis AND Pipes ,
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      A Study of Pile-Soil Interaction Behavior Under Static, Cyclic and Dynamic Lateral Loadings

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    http://yetl.yabesh.ir/yetl1/handle/yetl/98272
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    contributor authorM. Gao
    contributor authorD. B. Chin
    contributor authorM. Y. Ma
    contributor authorR. G. Sun
    date accessioned2017-05-08T23:17:31Z
    date available2017-05-08T23:17:31Z
    date copyrightDecember, 1984
    date issued1984
    identifier issn0195-0738
    identifier otherJERTD2-26401#496_1.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/98272
    description abstractIn this paper, the pile-soil interaction behavior of a large-sized steel pipe pile in soft silty clay along the downstream of the Yangtze River is analyzed and discussed through an in-situ experiment under lateral static, cyclic and dynamic loadings, along with the static and dynamic triaxial tests on soil samples in laboratory. In the analysis, the finite element method and other simplified methods are compared using different models of lateral soil stiffness. From the results of the tests as well as the analysis, a possible formulation of the p-y curves of the pile in soft clay under lateral loadings is suggested, and a simplified method of dynamic analysis taking into account of the pile-soil interaction is also proposed.
    publisherThe American Society of Mechanical Engineers (ASME)
    titleA Study of Pile-Soil Interaction Behavior Under Static, Cyclic and Dynamic Lateral Loadings
    typeJournal Paper
    journal volume106
    journal issue4
    journal titleJournal of Energy Resources Technology
    identifier doi10.1115/1.3231113
    journal fristpage496
    journal lastpage501
    identifier eissn1528-8994
    keywordsSoil
    keywordsStiffness
    keywordsRivers
    keywordsSteel
    keywordsFinite element methods
    keywordsDynamic analysis AND Pipes
    treeJournal of Energy Resources Technology:;1984:;volume( 106 ):;issue: 004
    contenttypeFulltext
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