Influence of liquid bridges on the mechanical behaviour of polydisperse granular materials

被引:239
作者
Soulié, F [1 ]
Cherblanc, F [1 ]
El Youssoufi, MS [1 ]
Saix, C [1 ]
机构
[1] Univ Montpellier 2, LMGC, UMR 5508, UMII CNRS, F-34095 Montpellier 5, France
关键词
liquid bridge; polydisperse; cohesion; capillary force; humid granular media; DEM simulation;
D O I
10.1002/nag.476
中图分类号
P5 [地质学];
学科分类号
0709 [地质学]; 081803 [地质工程];
摘要
We investigate a polydisperse granular material in which the particle interactions are governed by a capillary force law. The cohesion force for a grain-pair with unequal diameters is expressed as an explicit function of the inter-particle distance and the Volume of the liquid bridge. This analytical relation is validated by experiments on a reference material. Then, it is completed by a rupture criterion and cast in the form of a force law that accounts for solid contact, capillary force and rupture characteristics of a grain-pair. Finally, in order to evaluate the influence of capillary cohesion on the macroscopic behaviour, radial and axial compression tests on cylindrical assemblies of wet particles are simulated using a 3D distinct element method. Copyright (c) 2005 John Wiley & Sons, Ltd.
引用
收藏
页码:213 / 228
页数:16
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