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    Increase in Cyclic Liquefaction Resistance of Sandy Soil Due to Installation of Drilled Displacement Piles

    New search for: Siegel, T.C.
    New search for: NeSmith, W.M.

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    Increase in Cyclic Liquefaction Resistance of Sandy Soil Due to Installation of Drilled Displacement Piles

    New search for: Siegel, T.C.
    New search for: NeSmith, W.M.

    Access

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

    Increase in Cyclic Liquefaction Resistance of Sandy Soil Due to Installation of Drilled Displacement Piles

    New search for: Siegel, T.C.
    New search for: NeSmith, W.M.

    Access

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

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    Document information
    Title:

    Increase in Cyclic Liquefaction Resistance of Sandy Soil Due to Installation of Drilled Displacement Piles

    Contributors:

    Siegel, T.C. (author) / NeSmith, W.M. (author) / American Society of Civil Engineers

    Conference:

    Conference; 4th, Geotechnical earthquake engineering and soil dynamics ; 2008 ; Sacramento, CA

    Published in:

    Geotechnical earthquake engineering and soil dynamics ; 1118-1127

    GEOTECHNICAL SPECIAL PUBLICATION ; 2

    Publication date:

    2008-01-01

    Size:

    10 pages

    Remarks:

    Includes bibliographical references

    ISBN:

    9781605603483

    Type of media:

    Conference paper

    Type of material:

    Print

    Language:

    English

    Keywords:

    Geotechnical earthquake engineering , Soil dynamics , Earthquake engineering

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

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