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    A Numerical Study of Granular Pile Anchors Subjected to Uplift Forces in Expansive Soils Using PLAXIS 3D

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    A Numerical Study of Granular Pile Anchors Subjected to Uplift Forces in Expansive Soils Using PLAXIS 3D

    New search for: Sharma, R. K.

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    A Numerical Study of Granular Pile Anchors Subjected to Uplift Forces in Expansive Soils Using PLAXIS 3D

    New search for: Sharma, R. K.

    Access

    Access via TIB
    Check availability in my library
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    Document information
    Title:

    A Numerical Study of Granular Pile Anchors Subjected to Uplift Forces in Expansive Soils Using PLAXIS 3D

    Contributors:

    Sharma, R. K. (author)

    Published in:

    Indian geotechnical journal ; 49

    Publication date:

    2019

    ISSN:

    0046-8983

    DOI:

    https://doi.org/10.1007/s40098-018-0333-3

    Type of media:

    Article (Journal)

    Type of material:

    Print

    Language:

    English

    Keywords:

    Upward movement , Expansive soil , PLAXIS , Granular pile anchor , Uplift capacity

    Classification:

    Local classification TIB:  310/6545
    BKL:  56.20 Ingenieurgeologie, Bodenmechanik

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