Unifying suspension and granular shear-induced self-diffusion

被引:1
作者
Athani, Shivakumar [1 ,2 ]
Metzger, Bloen [2 ]
Mari, Romain [1 ]
Forterre, Yoel [2 ]
Rognon, Pierre [3 ]
机构
[1] Univ Grenoble Alpes, CNRS, LIPhy, F-38000 Grenoble, France
[2] Aix Marseille Univ, CNRS, IUSTI, F-13453 Marseille, France
[3] Univ Sydney, Sch Civil Engn, Sydney, NSW 2006, Australia
基金
澳大利亚研究理事会;
关键词
suspensions; dry granular material; granular materials; FLOW;
D O I
10.1017/jfm.2024.695
中图分类号
O3 [力学];
学科分类号
08 ; 0801 ;
摘要
Shear-induced self-diffusion is a fundamental mode of transport in granular flows. Yet its critical behaviour and dependence on the particle solid fraction are still unclear. Here, we rationalize these dependencies by performing two-dimensional pressure-imposed numerical simulations of dense non-Brownian frictional suspensions. Our results, combined with existing numerical data on inertial granular flows, show that the shear-induced diffusion coefficients of both systems can be captured by a single function of the distance to jamming. They further show that the grain diffusive behaviour is underpinned by a specific random walk process, having a constant elementary step length driven at a frequency that increases with the solid fraction. The proposed scaling laws pave the way for a better understanding of mixing processes in granular media.
引用
收藏
页数:13
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