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    Study on the Relationship between Soil-Cement Parameters and Unconfined Compressive Strength

    New search for: Ma, J.Q.
    New search for: Wang, Y.X.
    New search for: Chen, Chaohe
    New search for: Huang, Yong
    New search for: Li, Guangfan

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    Study on the Relationship between Soil-Cement Parameters and Unconfined Compressive Strength

    New search for: Ma, J.Q.
    New search for: Wang, Y.X.
    New search for: Chen, Chaohe
    New search for: Huang, Yong
    New search for: Li, Guangfan

    Access

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

    Study on the Relationship between Soil-Cement Parameters and Unconfined Compressive Strength

    New search for: Ma, J.Q.
    New search for: Wang, Y.X.
    New search for: Chen, Chaohe
    New search for: Huang, Yong
    New search for: Li, Guangfan

    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:

    Study on the Relationship between Soil-Cement Parameters and Unconfined Compressive Strength

    Contributors:

    Ma, J.Q. (author) / Wang, Y.X. (author) / Chen, Chaohe / Huang, Yong / Li, Guangfan

    Conference:

    conference, Advances in civil engineering ; 2011 ; Kunming, China

    Published in:

    Advances in civil engineering ; 4012-4016

    ADVANCED MATERIALS RESEARCH -ZUG- ; 255/260

    Publication date:

    2011-01-01

    Size:

    5 pages

    Remarks:

    Includes bibliographical references and indexes.

    ISBN:

    9783037851395

    ISSN:

    1022-6680

    Type of media:

    Conference paper

    Type of material:

    Print

    Language:

    English

    Keywords:

    Civil engineering , Architecture , Building materials , CEABM

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

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