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  • 3D numerical model for wave-induced seabed response around breakwater heads

    Author(s)
    Zhao, HY
    Jeng, D-S
    Zhang, Y
    Zhang, J-S
    Zhang, HJ
    Zhang, C
    Griffith University Author(s)
    Jeng, Dong-Sheng
    Zhao, Hongyi
    Year published
    2013
    Metadata
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    Abstract
    This paper presents a three-dimensional (3D) integrated numerical model where the wave-induced pore pressures in a porous seabed around breakwater heads were investigated. Unlike previous research, the Navier-Stokes equation is solved with internal wave generation for the flow model, while Biot's dynamic seabed behaviour is considered in the seabed model. With the present model, a parametric study was conducted to examine the effects of wave and soil characteristics and breakwater configuration on the wave-induced pore pressure around breakwater heads. Based on numerical examples, it was found that the wave-induced pore ...
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    This paper presents a three-dimensional (3D) integrated numerical model where the wave-induced pore pressures in a porous seabed around breakwater heads were investigated. Unlike previous research, the Navier-Stokes equation is solved with internal wave generation for the flow model, while Biot's dynamic seabed behaviour is considered in the seabed model. With the present model, a parametric study was conducted to examine the effects of wave and soil characteristics and breakwater configuration on the wave-induced pore pressure around breakwater heads. Based on numerical examples, it was found that the wave-induced pore pressures at breakwater heads are greater than that beneath a breakwater. The wave-induced seabed response around breakwater heads become more important with: (i) a longer wave period; (ii) a seabed with higher permeability and degree of saturation; and (iii) larger angle between the incident waves and breakwater. Furthermore, the relative difference of wave-induced pore pressure between fully-dynamic and quasi-static solutions are larger at breakwater heads than that beneath a breakwater.
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    Journal Title
    Geomechanics and Engineering
    Volume
    5
    Issue
    6
    DOI
    https://doi.org/10.12989/gae.2013.5.6.595
    Subject
    Civil Geotechnical Engineering
    Civil Engineering
    Publication URI
    http://hdl.handle.net/10072/56585
    Collection
    • Journal articles

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