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    Settlement Analysis of Skirted Granular Piles

    Source: Journal of Geotechnical Engineering:;1985:;Volume ( 111 ):;issue: 011
    Author:
    B. Govind Rao
    ,
    Gopal Ranjan
    DOI: 10.1061/(ASCE)0733-9410(1985)111:11(1264)
    Publisher: American Society of Civil Engineers
    Abstract: A method of computing settlement of foundations on weak subsoil deposits reinforced with granular piles is developed. Full‐scale in situ tests on skirted granular piles are carried out at four different sites consisting of loose/soft deposits. The settlement computations made by the proposed analytical procedure are compared with observed values from field tests where a good correlation is noted.
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      Settlement Analysis of Skirted Granular Piles

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    http://yetl.yabesh.ir/yetl1/handle/yetl/19684
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    contributor authorB. Govind Rao
    contributor authorGopal Ranjan
    date accessioned2017-05-08T20:33:51Z
    date available2017-05-08T20:33:51Z
    date copyrightNovember 1985
    date issued1985
    identifier other%28asce%290733-9410%281985%29111%3A11%281264%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/19684
    description abstractA method of computing settlement of foundations on weak subsoil deposits reinforced with granular piles is developed. Full‐scale in situ tests on skirted granular piles are carried out at four different sites consisting of loose/soft deposits. The settlement computations made by the proposed analytical procedure are compared with observed values from field tests where a good correlation is noted.
    publisherAmerican Society of Civil Engineers
    titleSettlement Analysis of Skirted Granular Piles
    typeJournal Paper
    journal volume111
    journal issue11
    journal titleJournal of Geotechnical Engineering
    identifier doi10.1061/(ASCE)0733-9410(1985)111:11(1264)
    treeJournal of Geotechnical Engineering:;1985:;Volume ( 111 ):;issue: 011
    contenttypeFulltext
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