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    Nonlinear Finite-Element Modeling of Batter Piles under Lateral Load

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2001:;Volume ( 127 ):;issue: 007
    Author:
    S. S. Rajashree
    ,
    T. G. Sitharam
    DOI: 10.1061/(ASCE)1090-0241(2001)127:7(604)
    Publisher: American Society of Civil Engineers
    Abstract: In this paper, a finite-element model is developed in which the nonlinear soil behavior is represented by a hyperbolic relation for static load condition and modified hyperbolic relation, which includes both degradation and gap for a cyclic load condition. Although batter piles are subjected to lateral load, the soil resistance is also governed by axial load, which is incorporated by considering the
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      Nonlinear Finite-Element Modeling of Batter Piles under Lateral Load

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/52061
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    • Journal of Geotechnical and Geoenvironmental Engineering

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    contributor authorS. S. Rajashree
    contributor authorT. G. Sitharam
    date accessioned2017-05-08T21:27:16Z
    date available2017-05-08T21:27:16Z
    date copyrightJuly 2001
    date issued2001
    identifier other%28asce%291090-0241%282001%29127%3A7%28604%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/52061
    description abstractIn this paper, a finite-element model is developed in which the nonlinear soil behavior is represented by a hyperbolic relation for static load condition and modified hyperbolic relation, which includes both degradation and gap for a cyclic load condition. Although batter piles are subjected to lateral load, the soil resistance is also governed by axial load, which is incorporated by considering the
    publisherAmerican Society of Civil Engineers
    titleNonlinear Finite-Element Modeling of Batter Piles under Lateral Load
    typeJournal Paper
    journal volume127
    journal issue7
    journal titleJournal of Geotechnical and Geoenvironmental Engineering
    identifier doi10.1061/(ASCE)1090-0241(2001)127:7(604)
    treeJournal of Geotechnical and Geoenvironmental Engineering:;2001:;Volume ( 127 ):;issue: 007
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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