Comparison of existing poroelastic models for wave damping in a porous seabed |
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| Authors: | M Lin D S Jeng |
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| Institution: | a Institute of Applied Mechanics, Chinese Academy of Science, Beijing 100080, China;b School of Engineering, Griffith University Gold Coast Campus, Queensland 9726, Australia |
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| Abstract: | Mechanism of wave–seabed interaction has been extensively studied by coastal geotechnical engineers in recent years. Numerous poro-elastic models have been proposed to investigate the mechanism of wave propagation on a seabed in the past. The existing poro-elastic models include drained model, consolidation model, Coulomb-damping model, and full dynamic model. However, to date, the difference between the existing models is unclear. In this paper, the fully dynamic poro-elastic model for the wave–seabed interaction will be derived first. Then, the existing models will be reduced from the proposed fully dynamic model. Based on the numerical comparisons, the applicable range of each model is also clarified for the engineering practice. |
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| Keywords: | Consolidation model Coulomb friction Drained behaviour Pore pressure Effective stresses |
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