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    Shakedown analysis of soil foundations under varied loads

    New search for: Luan, M.
    New search for: Cao, Y.
    New search for: Ugai, K.
    New search for: Yagi, N.
    New search for: Yamagami, T.
    New search for: Jiang, J.-C.

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    Shakedown analysis of soil foundations under varied loads

    New search for: Luan, M.
    New search for: Cao, Y.
    New search for: Ugai, K.
    New search for: Yagi, N.
    New search for: Yamagami, T.
    New search for: Jiang, J.-C.

    Access

    Access via TIB
    Check availability in my library
    Order at Subito €

    Shakedown analysis of soil foundations under varied loads

    New search for: Luan, M.
    New search for: Cao, Y.
    New search for: Ugai, K.
    New search for: Yagi, N.
    New search for: Yamagami, T.
    New search for: Jiang, J.-C.

    Access

    Access via TIB
    Check availability in my library
    Order at Subito €

    Access

    Access via TIB
    Check availability in my library
    Order at Subito €

    Page navigation

    Document information
    Similar titles

    Export, share and cite

    Document information
    Title:

    Shakedown analysis of soil foundations under varied loads

    Contributors:

    Luan, M. (author) / Cao, Y. (author) / Ugai, K. (author) / Yagi, N. / Yamagami, T. / Jiang, J.-C.

    Conference:

    International symposium on slope stability engineering: geotechnical and geo-environmental aspects ; 1999 ; Matsuyama, Japan

    Published in:

    International symposium on slope stability engineering: geotechnical and geo-environmental aspects ; 663-668

    Publication date:

    1999-01-01

    Size:

    6 pages

    Remarks:

    Also known as IS-Shikoku'99

    ISBN:

    9058090795 , 9058090809 , 9058090817

    Type of media:

    Conference paper

    Type of material:

    Print

    Language:

    English

    Keywords:

    IS-Shikoku , slope stability engineering , geo-environmental

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

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