Design of Laterally Loaded Driven Piles Using the Flat Dilatometer

    Volume 12, Issue 1 (March 1989)

    ISSN: 0149-6115

    CODEN: GTJOAD

    Page Count: 9


    Robertson, PK
    Professor, University of Alberta, Edmonton, Alberta

    Davies, MP
    Geotechnical engineer, Geopacific Consultants Ltd., Burnaby, British Columbia

    Campanella, RG
    Professor, University of British Columbia, Vancouver, British Columbia

    Abstract

    The nonlinear subgrade reaction method (P-y curves) is widely used for the design of laterally loaded piles. This method replaces the soil reaction with a series of independent nonlinear Winkler springs.

    A preliminary semi-empirical approach for the determination of P-y curves using data obtained from a flat dilatometer test (DMT) is presented and evaluated. A brief description of the equipment, testing procedures, and the theory that enables the family of P-y curves to be determined are presented. The P-y curves are used as input for an existing finite-difference program, which calculates pile deflection versus depth at various lateral loads.

    An evaluation of the proposed method is presented using data from three full-scale laterally loaded test piles. A comparison and discussion are provided between the predicted and measured behavior of the piles during lateral loading.


    Paper ID: GTJ10671J

    DOI: 10.1520/GTJ10671J

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    Author
    Title Design of Laterally Loaded Driven Piles Using the Flat Dilatometer
    Symposium , 0000-00-00
    Committee D18