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    Seismic analysis of infinite pile groups in liquefiable soil

    New search for: Klar, Assaf
    New search for: Frydman, Sam
    New search for: Baker, Rafael

    AbstractNumerical analysis of an infinite pile group in a liquefiable soil was considered in order to investigate the influence of pile spacing on excess pore pressure distribution and liquefaction potential. It was found that an optimal pile spacing exists resulting in minimal excess pore pressure. It was also found that certain pile group configurations might reduce liquefaction potential, compared to free field conditions. It was observed that for closely spaced piles and low frequency of loading, pile spacing has little influence on the response of the superstructure.

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    Seismic analysis of infinite pile groups in liquefiable soil

    New search for: Klar, Assaf
    New search for: Frydman, Sam
    New search for: Baker, Rafael

    AbstractNumerical analysis of an infinite pile group in a liquefiable soil was considered in order to investigate the influence of pile spacing on excess pore pressure distribution and liquefaction potential. It was found that an optimal pile spacing exists resulting in minimal excess pore pressure. It was also found that certain pile group configurations might reduce liquefaction potential, compared to free field conditions. It was observed that for closely spaced piles and low frequency of loading, pile spacing has little influence on the response of the superstructure.

    Access

    Check access
    Check availability in my library
    Order at Subito €

    Seismic analysis of infinite pile groups in liquefiable soil

    New search for: Klar, Assaf
    New search for: Frydman, Sam
    New search for: Baker, Rafael

    AbstractNumerical analysis of an infinite pile group in a liquefiable soil was considered in order to investigate the influence of pile spacing on excess pore pressure distribution and liquefaction potential. It was found that an optimal pile spacing exists resulting in minimal excess pore pressure. It was also found that certain pile group configurations might reduce liquefaction potential, compared to free field conditions. It was observed that for closely spaced piles and low frequency of loading, pile spacing has little influence on the response of the superstructure.

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    Title:

    Seismic analysis of infinite pile groups in liquefiable soil

    Contributors:

    Klar, Assaf (author) / Frydman, Sam (author) / Baker, Rafael (author)

    Published in:

    Soil Dynamics and Earthquake Engineering ; 24 ; 565-575

    Publication date:

    2003-10-21

    Size:

    11 pages

    ISSN:

    0267-7261

    DOI:

    https://doi.org/10.1016/j.soildyn.2003.10.007

    Type of media:

    Article (Journal)

    Type of material:

    Electronic Resource

    Language:

    English

    Keywords:

    Liquefaction , Piles , Lateral loads , Dynamic loads , Pile groups , Seismic response , Soil–pile interaction , Non-linear

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