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    Load‐Deformation Response of Axially Loaded Piles

    Source: Journal of Geotechnical Engineering:;1987:;Volume ( 113 ):;issue: 012
    Author:
    Sonia Armaleh
    ,
    C. S. Desai
    DOI: 10.1061/(ASCE)0733-9410(1987)113:12(1483)
    Publisher: American Society of Civil Engineers
    Abstract: A new empirical scheme for simulating the nonlinear point resistance response of single piles in cohesionless soils is proposed. The pile‐soil system is idealized by using a one‐dimensional finite element technique. The shear resistance response along the pile shaft is found by using the concept of
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      Load‐Deformation Response of Axially Loaded Piles

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/20025
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    contributor authorSonia Armaleh
    contributor authorC. S. Desai
    date accessioned2017-05-08T20:34:30Z
    date available2017-05-08T20:34:30Z
    date copyrightDecember 1987
    date issued1987
    identifier other%28asce%290733-9410%281987%29113%3A12%281483%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/20025
    description abstractA new empirical scheme for simulating the nonlinear point resistance response of single piles in cohesionless soils is proposed. The pile‐soil system is idealized by using a one‐dimensional finite element technique. The shear resistance response along the pile shaft is found by using the concept of
    publisherAmerican Society of Civil Engineers
    titleLoad‐Deformation Response of Axially Loaded Piles
    typeJournal Paper
    journal volume113
    journal issue12
    journal titleJournal of Geotechnical Engineering
    identifier doi10.1061/(ASCE)0733-9410(1987)113:12(1483)
    treeJournal of Geotechnical Engineering:;1987:;Volume ( 113 ):;issue: 012
    contenttypeFulltext
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