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    Effect of principal stress direction on undrained cyclic shear characteristics of dense sand

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    Effect of principal stress direction on undrained cyclic shear characteristics of dense sand

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    Effect of principal stress direction on undrained cyclic shear characteristics of dense sand

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    Document information
    Title:

    Effect of principal stress direction on undrained cyclic shear characteristics of dense sand

    Contributors:

    Sato, K. (author) / Yasuhara, K. (author) / Yoshida, N. (author) / Ishihara, K. / Japanese Society of Soil Mechanics and Foundation Engineering / International Society of Soil Mechanics and Foundation Engineering

    Conference:

    International conference; 1st, Earthquake geotechnical engineering ; 1995 ; Tokyo

    Published in:

    Earthquake geotechnical engineering ; 295-300

    EARTHQUAKE GEOTECHNICAL ENGINEERING -INTERNATIONAL CONFERENCE- ; 1

    Publication date:

    1995-01-01

    Size:

    6 pages

    Remarks:

    Described as proceedings. In 3 vols. Vol 3 to follow when published. Also known as IS-Tokyo'95

    ISBN:

    905410578X , 9054105798

    Type of media:

    Conference paper

    Type of material:

    Print

    Language:

    English

    Keywords:

    earthquake geotechnical engineering , soil mechanics , foundation engineering

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

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