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  • An analytical solution for response of a porous seabed to combined wave and current loading

    Author(s)
    Zhang, Y
    Jeng, D-S
    Gao, FP
    Zhang, J-S
    Griffith University Author(s)
    Jeng, Dong-Sheng
    Year published
    2013
    Metadata
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    Abstract
    In this paper, an analytical approximation for the evaluation of the pore pressure and effective stresses in marine sediments under combined wave and current loadings is derived. Unlike previous investigations, non-linear interactions between waves and currents are considered in this study. An analytical solution for the wave-current induced oscillatory soil response in marine sediment is presented first. Based on the proposed analytical solution, a parametric study for the liquefaction potential will be carried out. Parametric study results indicate that the influence of current and non-linear waves on the maximum liquefaction ...
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    In this paper, an analytical approximation for the evaluation of the pore pressure and effective stresses in marine sediments under combined wave and current loadings is derived. Unlike previous investigations, non-linear interactions between waves and currents are considered in this study. An analytical solution for the wave-current induced oscillatory soil response in marine sediment is presented first. Based on the proposed analytical solution, a parametric study for the liquefaction potential will be carried out. Parametric study results indicate that the influence of current and non-linear waves on the maximum liquefaction depth is significant.
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    Journal Title
    Ocean Engineering
    Volume
    57
    DOI
    https://doi.org/10.1016/j.oceaneng.2012.09.001
    Subject
    Civil Geotechnical Engineering
    Oceanography
    Civil Engineering
    Maritime Engineering
    Publication URI
    http://hdl.handle.net/10072/55841
    Collection
    • Journal articles

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