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    Uplift Behavior of Pile Anchors Subjected to Lateral Cyclic Loading

    Source: Journal of Geotechnical Engineering:;1993:;Volume ( 119 ):;issue: 004
    Author:
    S. Narasimha Rao
    ,
    Y. V. S. N. Prasad
    DOI: 10.1061/(ASCE)0733-9410(1993)119:4(786)
    Publisher: American Society of Civil Engineers
    Abstract: There are many onshore and offshore situations where the lateral cyclic loading may affect both the pullout and lateral capacity of pile anchors. In this paper, an attempt has been made to study the effect of lateral cyclic loading on pullout capacity of rigid piles in clayey soil through an experimental investigation carried out on model piles. It is found that the reduction in the pullout capacity depends upon lateral deflection of the pile during cyclic loading and on its
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      Uplift Behavior of Pile Anchors Subjected to Lateral Cyclic Loading

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    http://yetl.yabesh.ir/yetl1/handle/yetl/21259
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    contributor authorS. Narasimha Rao
    contributor authorY. V. S. N. Prasad
    date accessioned2017-05-08T20:36:55Z
    date available2017-05-08T20:36:55Z
    date copyrightApril 1993
    date issued1993
    identifier other%28asce%290733-9410%281993%29119%3A4%28786%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/21259
    description abstractThere are many onshore and offshore situations where the lateral cyclic loading may affect both the pullout and lateral capacity of pile anchors. In this paper, an attempt has been made to study the effect of lateral cyclic loading on pullout capacity of rigid piles in clayey soil through an experimental investigation carried out on model piles. It is found that the reduction in the pullout capacity depends upon lateral deflection of the pile during cyclic loading and on its
    publisherAmerican Society of Civil Engineers
    titleUplift Behavior of Pile Anchors Subjected to Lateral Cyclic Loading
    typeJournal Paper
    journal volume119
    journal issue4
    journal titleJournal of Geotechnical Engineering
    identifier doi10.1061/(ASCE)0733-9410(1993)119:4(786)
    treeJournal of Geotechnical Engineering:;1993:;Volume ( 119 ):;issue: 004
    contenttypeFulltext
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