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    Effective Stress Dependence of Pile Shaft Capacity in Calcareous Sand

    Source: Journal of Geotechnical Engineering:;1988:;Volume ( 114 ):;issue: 010
    Author:
    C. Y. Lee
    ,
    H. G. Poulos
    DOI: 10.1061/(ASCE)0733-9410(1988)114:10(1189)
    Publisher: American Society of Civil Engineers
    Abstract: A series of model tests on grouted pile shafts in reconstituted calcareous sand is reported, in which the effective stress state is controlled by altering the back pressure in the soil and keeping the total pressure constant. Under these conditions, it is found that the average limiting skin friction on the pile shaft is related linearly to the effective overburden pressure.
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      Effective Stress Dependence of Pile Shaft Capacity in Calcareous Sand

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    http://yetl.yabesh.ir/yetl1/handle/yetl/20209
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    contributor authorC. Y. Lee
    contributor authorH. G. Poulos
    date accessioned2017-05-08T20:34:52Z
    date available2017-05-08T20:34:52Z
    date copyrightOctober 1988
    date issued1988
    identifier other%28asce%290733-9410%281988%29114%3A10%281189%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/20209
    description abstractA series of model tests on grouted pile shafts in reconstituted calcareous sand is reported, in which the effective stress state is controlled by altering the back pressure in the soil and keeping the total pressure constant. Under these conditions, it is found that the average limiting skin friction on the pile shaft is related linearly to the effective overburden pressure.
    publisherAmerican Society of Civil Engineers
    titleEffective Stress Dependence of Pile Shaft Capacity in Calcareous Sand
    typeJournal Paper
    journal volume114
    journal issue10
    journal titleJournal of Geotechnical Engineering
    identifier doi10.1061/(ASCE)0733-9410(1988)114:10(1189)
    treeJournal of Geotechnical Engineering:;1988:;Volume ( 114 ):;issue: 010
    contenttypeFulltext
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