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    Dynamic Shear Modulus and Damping Ratio Predicted by a Unified 3-D Critical State Bounding Surface Plasticity Model

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    Dynamic Shear Modulus and Damping Ratio Predicted by a Unified 3-D Critical State Bounding Surface Plasticity Model

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    Dynamic Shear Modulus and Damping Ratio Predicted by a Unified 3-D Critical State Bounding Surface Plasticity Model

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    Title:

    Dynamic Shear Modulus and Damping Ratio Predicted by a Unified 3-D Critical State Bounding Surface Plasticity Model

    Contributors:

    Wolf, J. P. (author) / Crouch, R. S. (author) / Prakash, S. / United States / Army Research Office| International Society of Soil Mechanics and Foundation Engineering| International Association of Earthquake Engineering

    Conference:

    3rd International conference, Recent advances in geotechnical earthquake engineering and soil dynamics ; 1995 ; St Louis; MO

    Published in:

    Recent advances in geotechnical earthquake engineering and soil dynamics ; 5-8

    INTERNATIONAL CONFERENCE ON RECENT ADVANCES IN GEOTECHNICAL EARTHQUAKE ENGINEERING AND SOIL DYNAMICS ; 1

    Publication date:

    1995-01-01

    Size:

    4 pages

    Remarks:

    Vols 1 and 2 of a 3 vol set only rec'd

    ISBN:

    1887009000

    Type of media:

    Conference paper

    Type of material:

    Print

    Language:

    English

    Keywords:

    geotechnical earthquake engineering , soil dynamics , earthquake engineering , foundation engineering

    © Metadata Copyright the British Library Board and other contributors. All rights reserved.

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