Volume 15, Issue 4 (December 1992)

    Estimation of Pile Friction Degradation from Shearbox Tests

    CODEN: GTJOAD

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    Abstract

    An uncemented carbonate sand has been subjected to cyclic loading in a modified shearbox apparatus under constant normal load and constant normal stiffness conditions. The behaviour in the tests using a constant normal stiffness shows many similarities with the variation of skin friction on piles under cyclic loading. It is demonstrated that the response in the shearbox tests with a constant normal stiffness may be predicted from the response observed in conventional shearbox tests, and that conventional shearbox tests can thus provide valuable information on the degradation of skin friction of piles under cyclic loading.


    Author Information:

    Airey, DW
    Lecturer, School of Civil and Mining Engineering, University of Sydney, NSW

    Al-Douri, RH
    research student, School of Civil and Mining Engineering, University of Sydney, NSW

    Poulos, HG
    professor, School of Civil and Mining Engineering, University of Sydney, NSW


    Stock #: GTJ10253J

    ISSN: 0149-6115

    DOI: 10.1520/GTJ10253J

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    Author
    Title Estimation of Pile Friction Degradation from Shearbox Tests
    Symposium , 0000-00-00
    Committee D18