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    A Study on Consolidation Behavior of Clay Ground Improved by the Pre-Loading Method Based on an Elasto-Viscous Model

    New search for: Kano, S.
    New search for: Moriwaki, T.
    New search for: Yoshikuni, H.
    New search for: Iwamoto, A.

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    A Study on Consolidation Behavior of Clay Ground Improved by the Pre-Loading Method Based on an Elasto-Viscous Model

    New search for: Kano, S.
    New search for: Moriwaki, T.
    New search for: Yoshikuni, H.
    New search for: Iwamoto, A.

    Access

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

    A Study on Consolidation Behavior of Clay Ground Improved by the Pre-Loading Method Based on an Elasto-Viscous Model

    New search for: Kano, S.
    New search for: Moriwaki, T.
    New search for: Yoshikuni, H.
    New search for: Iwamoto, A.

    Access

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

    Access

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

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    Document information
    Similar titles

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    Document information
    Title:

    A Study on Consolidation Behavior of Clay Ground Improved by the Pre-Loading Method Based on an Elasto-Viscous Model

    Contributors:

    Kano, S. (author) / Moriwaki, T. (author) / Yoshikuni, H. (author) / Iwamoto, A. (author)

    Conference:

    International conference on geotechnical and geological engineering; GeoEng 2000 ; 2000 ; Melbourne, Australia

    Published in:

    International conference on geotechnical and geological engineering; GeoEng 2000 ; 335

    Publication date:

    2000-01-01

    Size:

    335 pages

    ISBN:

    1587160684

    Type of media:

    Conference paper

    Type of material:

    Print

    Language:

    English

    Keywords:

    geoeng , geological engineering , geotechnical engineering

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

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