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  • Numerical modeling for breaking wave-induced momentary liquefaction in a porous seabed: Case study at Gold Coast

    Author(s)
    Zhang, Hong
    Jeng, D.
    Griffith University Author(s)
    Zhang, Hong
    Year published
    2005
    Metadata
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    Abstract
    ABSTRACT: The The evaluation of the wave-induced liquefaction potential is an important issue that must be considered in the design of foundation around coastal structures. Most previous studies have been limited to either two-dimensional cases or non-breaking waves. In this paper, an integrated model for the wave-induced seabed response in a porous seabed is estab-lished. In the model, both non-breaking and breaking conditions are considered. With the numerical model, the wave-induced liquefaction potential in Gold Coast region is calculated. Numerical results demonstrate the significant differences between non-breaking ...
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    ABSTRACT: The The evaluation of the wave-induced liquefaction potential is an important issue that must be considered in the design of foundation around coastal structures. Most previous studies have been limited to either two-dimensional cases or non-breaking waves. In this paper, an integrated model for the wave-induced seabed response in a porous seabed is estab-lished. In the model, both non-breaking and breaking conditions are considered. With the numerical model, the wave-induced liquefaction potential in Gold Coast region is calculated. Numerical results demonstrate the significant differences between non-breaking and breaking waves-induced liquefaction potential.
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    Conference Title
    Hydrodynamics VI Theory and Applications
    Publication URI
    http://hdl.handle.net/10072/2681
    Collection
    • Conference outputs

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