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    Reinforced Earth and Adjacent Soils: Centrifuge Modeling Study

    Source: Journal of Geotechnical Engineering:;1989:;Volume ( 115 ):;issue: 007
    Author:
    D. J. Goodings
    ,
    J. C. Santamarina
    DOI: 10.1061/(ASCE)0733-9410(1989)115:7(1021)
    Publisher: American Society of Civil Engineers
    Abstract: Data are presented for thirty-three geotechnical centrifuge models of reinforced soil retaining walls in which the effects on wall behavior of foundation and retained fill are studied. The results indicate that the retained fill has little influence, but that the effect of the foundation is considerable, although it is usually underestimated in practice.
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      Reinforced Earth and Adjacent Soils: Centrifuge Modeling Study

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    http://yetl.yabesh.ir/yetl1/handle/yetl/20483
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    contributor authorD. J. Goodings
    contributor authorJ. C. Santamarina
    date accessioned2017-05-08T20:35:25Z
    date available2017-05-08T20:35:25Z
    date copyrightJuly 1989
    date issued1989
    identifier other%28asce%290733-9410%281989%29115%3A7%281021%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/20483
    description abstractData are presented for thirty-three geotechnical centrifuge models of reinforced soil retaining walls in which the effects on wall behavior of foundation and retained fill are studied. The results indicate that the retained fill has little influence, but that the effect of the foundation is considerable, although it is usually underestimated in practice.
    publisherAmerican Society of Civil Engineers
    titleReinforced Earth and Adjacent Soils: Centrifuge Modeling Study
    typeJournal Paper
    journal volume115
    journal issue7
    journal titleJournal of Geotechnical Engineering
    identifier doi10.1061/(ASCE)0733-9410(1989)115:7(1021)
    treeJournal of Geotechnical Engineering:;1989:;Volume ( 115 ):;issue: 007
    contenttypeFulltext
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