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    Shaft Resistance of Piles in Clay

    Source: Journal of Geotechnical Engineering:;1990:;Volume ( 116 ):;issue: 002
    Author:
    Amr S. Azzouz
    ,
    Mohsen M. Baligh
    ,
    Andrew J. Whittle
    DOI: 10.1061/(ASCE)0733-9410(1990)116:2(205)
    Publisher: American Society of Civil Engineers
    Abstract: A new method is proposed for elucidating, formulating, and predicting the axial capacity of friction piles in moderately overconsolidated clays
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      Shaft Resistance of Piles in Clay

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/20591
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    contributor authorAmr S. Azzouz
    contributor authorMohsen M. Baligh
    contributor authorAndrew J. Whittle
    date accessioned2017-05-08T20:35:37Z
    date available2017-05-08T20:35:37Z
    date copyrightFebruary 1990
    date issued1990
    identifier other%28asce%290733-9410%281990%29116%3A2%28205%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/20591
    description abstractA new method is proposed for elucidating, formulating, and predicting the axial capacity of friction piles in moderately overconsolidated clays
    publisherAmerican Society of Civil Engineers
    titleShaft Resistance of Piles in Clay
    typeJournal Paper
    journal volume116
    journal issue2
    journal titleJournal of Geotechnical Engineering
    identifier doi10.1061/(ASCE)0733-9410(1990)116:2(205)
    treeJournal of Geotechnical Engineering:;1990:;Volume ( 116 ):;issue: 002
    contenttypeFulltext
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