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    Load Settlement Relation for Axially Loaded Piles

    Source: Journal of Geotechnical Engineering:;1987:;Volume ( 113 ):;issue: 006
    Author:
    Panos D. Kiousis
    ,
    Amgad S. Elansary
    DOI: 10.1061/(ASCE)0733-9410(1987)113:6(655)
    Publisher: American Society of Civil Engineers
    Abstract: A numerical method to calculate the load-settlement of an axially loaded pile is presented. The method is based on an iterative scheme that tests the global equilibrium conditions and the load transfer (t-z) equations. The scheme is both accurate and computationally very economical.
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      Load Settlement Relation for Axially Loaded Piles

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/20102
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    contributor authorPanos D. Kiousis
    contributor authorAmgad S. Elansary
    date accessioned2017-05-08T20:34:40Z
    date available2017-05-08T20:34:40Z
    date copyrightJune 1987
    date issued1987
    identifier other%28asce%290733-9410%281987%29113%3A6%28655%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/20102
    description abstractA numerical method to calculate the load-settlement of an axially loaded pile is presented. The method is based on an iterative scheme that tests the global equilibrium conditions and the load transfer (t-z) equations. The scheme is both accurate and computationally very economical.
    publisherAmerican Society of Civil Engineers
    titleLoad Settlement Relation for Axially Loaded Piles
    typeJournal Paper
    journal volume113
    journal issue6
    journal titleJournal of Geotechnical Engineering
    identifier doi10.1061/(ASCE)0733-9410(1987)113:6(655)
    treeJournal of Geotechnical Engineering:;1987:;Volume ( 113 ):;issue: 006
    contenttypeFulltext
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