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- W2955460481 abstract "Soil permeability is one of key factors in the prediction of the wave-induced seabed response, which needs to be considered in the design of foundation around marine installations. Most previous studies in the field treated the soil permeability as a constant or varying in spacial domain, although it depends on numerous soil parameters. In this study, the soil permeability is considered as a function of pore-water pressures as reported in the literature. With this new feature, the governing equations will become non-linear differential equations. Numerical examples demonstrate the considerable influence of dynamic soil permeability on the wave-induced pore pressure and effective stresses. It is concluded that the conventional model with constant soil permeability under-estimates the liquefaction potential." @default.
- W2955460481 created "2019-07-12" @default.
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- W2955460481 date "2019-08-01" @default.
- W2955460481 modified "2023-09-27" @default.
- W2955460481 title "Effects of dynamic soil permeability on the wave-induced seabed response around a buried pipeline" @default.
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- W2955460481 doi "https://doi.org/10.1016/j.oceaneng.2019.106132" @default.
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