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    Laboratory Evaluation of Piles Installed with Vibratory Drivers

    Neue Suche nach: M. W. O'Neill
    Neue Suche nach: C. Vipulanandan

    A large scale laboratory study of the basic behavior of displacement piles installed with vibratory drivers is described in the report, and the influence of various soil and driver parameters on the behavior of the piles is considered. Among the driver parameters investigated are frequency, bias mass, and dynamic force (eccentric moment). Sand parameters that were considered include grain size, relative density, and in situ effective stress. In all, 22 large scale model tests were performed. The report also includes a proposed design method for predicting the bearing capacity of a vibro-driven pile from the rete of penetration, power delivered to the pile head, and soil conditions.

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    Laboratory Evaluation of Piles Installed with Vibratory Drivers

    Neue Suche nach: M. W. O'Neill
    Neue Suche nach: C. Vipulanandan

    A large scale laboratory study of the basic behavior of displacement piles installed with vibratory drivers is described in the report, and the influence of various soil and driver parameters on the behavior of the piles is considered. Among the driver parameters investigated are frequency, bias mass, and dynamic force (eccentric moment). Sand parameters that were considered include grain size, relative density, and in situ effective stress. In all, 22 large scale model tests were performed. The report also includes a proposed design method for predicting the bearing capacity of a vibro-driven pile from the rete of penetration, power delivered to the pile head, and soil conditions.

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    Laboratory Evaluation of Piles Installed with Vibratory Drivers

    Neue Suche nach: M. W. O'Neill
    Neue Suche nach: C. Vipulanandan

    A large scale laboratory study of the basic behavior of displacement piles installed with vibratory drivers is described in the report, and the influence of various soil and driver parameters on the behavior of the piles is considered. Among the driver parameters investigated are frequency, bias mass, and dynamic force (eccentric moment). Sand parameters that were considered include grain size, relative density, and in situ effective stress. In all, 22 large scale model tests were performed. The report also includes a proposed design method for predicting the bearing capacity of a vibro-driven pile from the rete of penetration, power delivered to the pile head, and soil conditions.

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    Titel:

    Laboratory Evaluation of Piles Installed with Vibratory Drivers

    Beteiligte:

    M. W. O'Neill (Autor:in) / C. Vipulanandan (Autor:in)

    Erscheinungsdatum:

    1989

    Format / Umfang:

    60 pages

    ISBN:

    0-309-04613-0

    Medientyp:

    Report

    Format:

    Keine Angabe

    Sprache:

    Englisch

    Schlagwörter:

    Civil Engineering , Structural Analyses , Laboratory & Test Facility Design & Operation , Model tests , Pile structures , Structural analysis , Pile drivers , Pile driving , Soil mechanics , Force , Structural engineering , Bearing capacity , Foundations

    Ähnliche Titel

    Laboratory evaluation of piles installed with vibratory drivers

    O'Neill, Michael W. / Transportation Research Board, National Research Council, Washington D.C. / American Association of State Highway and Transportation Officials et al. | TIBKAT | 1989

    Estimating Bearing Capacity of Piles Installed with Vibratory Drivers

    Bosscher, P. J. / Foose, E. M. / Russell, J. S. et al. | British Library Conference Proceedings | 2000

    Estimating Bearing Capacity of Piles Installed with Vibratory Drivers

    P. J. Bosscher / E. Menclova / J. S. Russel et al. | NTIS | 1998

    Bearing Capacity Reduction of Vibratory Installed Large Diameter Pipe Piles

    Lamiman, Ethan C. / Robinson, Brent | ASCE | 2014

    Vibrodrivability and induced ground vibrations of vibratory installed sheet piles

    Viking, K. | British Library Conference Proceedings | 2002

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