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Numerical modelling of poro-elastoplastic seabed under combined waves and currents

机译:波流作用下孔隙弹塑性海床数值模拟

摘要

This paper presents an integrated model for the wave(current)-induced seabed response. The Reynolds-Averaged Navier-Stokers (RANS) Equations and k-e turbulence model are applied in the fluid field and the poro-elastoplastic model is used to simulate the seabed response. Validation of the present integrated model is presented first. Then the effect of currents on the seabed response is examined by considering both the oscillatory and residual mechanisms of the pore pressure inside the soil. A parametric study is conducted to examine the characteristics of the poro-elastoplastic model here. It shows that the development of the two-dimensional liquefaction zone can be illustrated by the present model. Besides, results show that opposite direction between waves and currents yields faster liquefaction process compared to the same direction.
机译:本文提出了波浪(电流)引起的海床响应的综合模型。将雷诺平均Navier-Stokers(RANS)方程和k-e湍流模型应用于流场,并使用孔隙弹塑性模型来模拟海床响应。首先介绍本集成模型的验证。然后,通过考虑土壤内部孔隙压力的振荡机制和残余机制,研究电流对海床响应的影响。进行了参数研究以检查此处的孔隙弹塑性模型的特征。它表明二维液化区的发展可以用本模型来说明。此外,结果表明,与相同方向相比,波与流之间的相反方向产生更快的液化过程。

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