Volume 14, Issue 4 (December 1991)

    Clay-on-Steel Ring Shear Tests and Their Implications for Displacement Piles

    CODEN: GTJOAD

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    Abstract

    This paper presents results from ring shear tests involving shearing of clay against steel interfaces. The effect of rate of shearing on the shear resistance between the soil and steel at large displacements was examined. It is shown that the rate of shearing has a significant effect on the shear resistance between soil and steel. The implications of the results for the behavior of displacement piles are discussed.


    Author Information:

    Tika-Vassilikos, T
    Lecturer, Aristotle University of Thessaloniki, Thessaloniki,


    Stock #: GTJ10214J

    ISSN: 0149-6115

    DOI: 10.1520/GTJ10214J

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    Author
    Title Clay-on-Steel Ring Shear Tests and Their Implications for Displacement Piles
    Symposium , 0000-00-00
    Committee D18