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    Lateral Response of Free‐Head Pile

    Source: Journal of Geotechnical Engineering:;1984:;Volume ( 110 ):;issue: 012
    Author:
    Prabhakar J. Pise
    DOI: 10.1061/(ASCE)0733-9410(1984)110:12(1805)
    Publisher: American Society of Civil Engineers
    Abstract: Quantitative estimates of the various soil-pile parameters on lateral pile head displacement, rotation and moment coefficients are presented in dimensionless terms through graphs. The results provide guidelines to predict the lateral response of free-head piles. The illustrative example highlights the utility of the results. These results can also be used to predict the responses of partially restrained head piles.
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      Lateral Response of Free‐Head Pile

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    https://yetl.yabesh.ir/yetl1/handle/yetl/19522
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    contributor authorPrabhakar J. Pise
    date accessioned2017-05-08T20:33:31Z
    date available2017-05-08T20:33:31Z
    date copyrightDecember 1984
    date issued1984
    identifier other%28asce%290733-9410%281984%29110%3A12%281805%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/19522
    description abstractQuantitative estimates of the various soil-pile parameters on lateral pile head displacement, rotation and moment coefficients are presented in dimensionless terms through graphs. The results provide guidelines to predict the lateral response of free-head piles. The illustrative example highlights the utility of the results. These results can also be used to predict the responses of partially restrained head piles.
    publisherAmerican Society of Civil Engineers
    titleLateral Response of Free‐Head Pile
    typeJournal Paper
    journal volume110
    journal issue12
    journal titleJournal of Geotechnical Engineering
    identifier doi10.1061/(ASCE)0733-9410(1984)110:12(1805)
    treeJournal of Geotechnical Engineering:;1984:;Volume ( 110 ):;issue: 012
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
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