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    Uncertainties of Field Pullout Resistance of Soil Nails

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2009:;Volume ( 135 ):;issue: 007
    Author:
    L. L. Zhang
    ,
    L. M. Zhang
    ,
    W. H. Tang
    DOI: 10.1061/(ASCE)GT.1943-5606.0000014
    Publisher: American Society of Civil Engineers
    Abstract: A large number of field pullout tests on soil nails have been carried out to provide valuable information for enhancing the understanding of pullout resistance of soil-grout interface and for reliability evaluation of soil-nailed slopes. In this paper, a data set of 167 field pullout tests performed in 23 nailed completely decomposed granite cut slopes is used for a statistical evaluation of four factors influencing the pullout resistance of soil nails, namely overburden pressure, grout length, soil suction, and soil dilatancy. For the tests in which nails were pulled out, the measured pullout resistance is essentially independent of the effective overburden pressure. A bias factor
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      Uncertainties of Field Pullout Resistance of Soil Nails

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    http://yetl.yabesh.ir/yetl1/handle/yetl/61790
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    • Journal of Geotechnical and Geoenvironmental Engineering

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    contributor authorL. L. Zhang
    contributor authorL. M. Zhang
    contributor authorW. H. Tang
    date accessioned2017-05-08T21:46:16Z
    date available2017-05-08T21:46:16Z
    date copyrightJuly 2009
    date issued2009
    identifier other%28asce%29gt%2E1943-5606%2E0000028.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/61790
    description abstractA large number of field pullout tests on soil nails have been carried out to provide valuable information for enhancing the understanding of pullout resistance of soil-grout interface and for reliability evaluation of soil-nailed slopes. In this paper, a data set of 167 field pullout tests performed in 23 nailed completely decomposed granite cut slopes is used for a statistical evaluation of four factors influencing the pullout resistance of soil nails, namely overburden pressure, grout length, soil suction, and soil dilatancy. For the tests in which nails were pulled out, the measured pullout resistance is essentially independent of the effective overburden pressure. A bias factor
    publisherAmerican Society of Civil Engineers
    titleUncertainties of Field Pullout Resistance of Soil Nails
    typeJournal Paper
    journal volume135
    journal issue7
    journal titleJournal of Geotechnical and Geoenvironmental Engineering
    identifier doi10.1061/(ASCE)GT.1943-5606.0000014
    treeJournal of Geotechnical and Geoenvironmental Engineering:;2009:;Volume ( 135 ):;issue: 007
    contenttypeFulltext
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