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    Poro Elasto Plastic Model for the Wave Induced Liquefaction1 

    Source: Journal of Offshore Mechanics and Arctic Engineering:;2015:;volume( 137 ):;issue: 004:;page 42001
    Author(s): Liao, C. C.; Zhao, H.; Jeng, D.
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: In this paper, we presented an integrated numerical model for the waveinduced pore pressures in marine sediments. Two mechanisms of the waveinduced pore pressures were considered. Both elastic components (for oscillatory) ...
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    Numerical Modeling of Seabed Response to Combined Wave Current Loading 

    Source: Journal of Offshore Mechanics and Arctic Engineering:;2013:;volume( 135 ):;issue: 003:;page 31102
    Author(s): Zhang, J.; Zhang, Y.; Zhang, C.; Jeng, D.
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: In this paper, a numerical model is developed to study the dynamic response of a porous seabed to combined wavecurrent loadings. While the Reynoldsaveraged Navier–Stokes equations with kخµ turbulence closure scheme and ...
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    Two Dimensional Model for Pore Pressure Accumulations in the Vicinity of a Buried Pipeline 

    Source: Journal of Offshore Mechanics and Arctic Engineering:;2014:;volume( 136 ):;issue: 004:;page 42001
    Author(s): Zhao, H.; Jeng, D.; Guo, Z.; Zhang, J.
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: In this paper, we presented an integrated numerical model for the waveinduced residual liquefaction around a buried offshore pipeline. In the present model, unlike previous investigations, two new features were added in ...
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