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    Effects of Predrilling and Layered Soils on Piles

    Source: Journal of Geotechnical Engineering:;1985:;Volume ( 111 ):;issue: 001
    Author:
    Pe‐Shen Yang
    ,
    Amde M. Wolde‐Tinsae
    ,
    Lowell F. Greimann
    DOI: 10.1061/(ASCE)0733-9410(1985)111:1(18)
    Publisher: American Society of Civil Engineers
    Abstract: A state‐of‐the‐art nonlinear finite element algorithm for pile‐soil interaction has been developed and implemented in a modular computer program to study the effects of predrilled oversize holes and layered soils on the vertical load carrying capacity of piles in integral abutment bridges where thermally induced lateral movements occur. A 40‐ft (12‐m)
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      Effects of Predrilling and Layered Soils on Piles

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/19668
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    contributor authorPe‐Shen Yang
    contributor authorAmde M. Wolde‐Tinsae
    contributor authorLowell F. Greimann
    date accessioned2017-05-08T20:33:49Z
    date available2017-05-08T20:33:49Z
    date copyrightJanuary 1985
    date issued1985
    identifier other%28asce%290733-9410%281985%29111%3A1%2818%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/19668
    description abstractA state‐of‐the‐art nonlinear finite element algorithm for pile‐soil interaction has been developed and implemented in a modular computer program to study the effects of predrilled oversize holes and layered soils on the vertical load carrying capacity of piles in integral abutment bridges where thermally induced lateral movements occur. A 40‐ft (12‐m)
    publisherAmerican Society of Civil Engineers
    titleEffects of Predrilling and Layered Soils on Piles
    typeJournal Paper
    journal volume111
    journal issue1
    journal titleJournal of Geotechnical Engineering
    identifier doi10.1061/(ASCE)0733-9410(1985)111:1(18)
    treeJournal of Geotechnical Engineering:;1985:;Volume ( 111 ):;issue: 001
    contenttypeFulltext
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