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Internal Erosion of earth structures as a coupled hydromechanical process

机译:土工结构的内部侵蚀是一个耦合的流体力学过程

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The present paper describes a model of internal erosion of earth structures based on rigorous thermodynamic principles and the theory of porous media. The focus is concerned with the initial stage of internal erosion, prior to the formation of macroscopic channels, when the continuum approach is applicable. The soil skeleton saturated by a pore fluid is treated as the superposition of 3 continua in interaction; the pore fluid itself consists of a mixture of water and eroded particles. The erosion kinetics is based on the shear stress developed at the solid-fluid interface. The applicability of the model is illustrated by a finite element simulation. The simulations show how the phenomenon of piping preferentially arises in regions where hydraulic gradients are critical. Effects of mechanical degradations due to internal erosion are demonstrated.
机译:本文描述了一个基于严格热力学原理和多孔介质理论的土结构内部侵蚀模型。重点关注的是内部侵蚀的初始阶段,即宏观河道形成之前,当连续介质方法适用时。将孔隙流体饱和的土骨架视为3个连续体相互作用的叠加;孔隙流体本身由水和侵蚀颗粒的混合物组成。侵蚀动力学基于固液界面处产生的剪切应力。通过有限元仿真验证了该模型的适用性。模拟表明,在水力梯度至关重要的区域,管道现象优先出现。证明了内部侵蚀导致的机械降解的影响。

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