凝聚力(化学)
无量纲量
粒状材料
机械
岩土工程
离散元法
腐蚀
材料科学
惯性参考系
缩放比例
不稳定性
流量(数学)
毛细管作用
剪切(地质)
分手
地质学
表面张力
抗剪强度(土壤)
两相流
剪切流
休止角
毛细管数
联轴节(管道)
夹带(生物音乐学)
虚拟力
合并(业务)
作者
Lama Braysh,Patrick Mutabaruka,Farhang Radjaï,Serge Mora
摘要
Using three-dimensional discrete element method simulations, we investigate the erosion dynamics of a cohesive bed composed of wet spherical particles subjected to the shear flow of an overlying noncohesive granular layer. Cohesion is modeled through a capillary attraction law, where the erosion process is governed by the irreversible rupture of liquid bridges at the interface. By systematically varying the liquid-vapor surface tension and the inclination angle of the bed, we analyze the influence of cohesive strength and flow intensity on the mass entrainment rate. We propose a robust scaling law for the surface erosion rate based on the interplay between two dimensionless parameters: the inertial number (I) and the cohesion index (ξ). This framework reveals that the threshold for erosion is determined by the ratio of the geometric mean of the driving stresses (kinetic and pressure) to the cohesive resistance. These findings provide a comprehensive description of the coupling between inertial and capillary forces, offering a predictive tool for the stability of cohesive interfaces in sheared granular flows.
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