Mechanical behaviour and failure of cohesive granular materials

被引:184
作者
Delenne, JY [1 ]
El Youssoufi, MS [1 ]
Cherblanc, F [1 ]
Bénet, JC [1 ]
机构
[1] Univ Montpellier 2, LMGC, UMR 5508, CNRS, F-34095 Montpellier 5, France
关键词
granular porous materials; soils; cohesion; mechanical behaviour; failure; computational solid mechanics; experimental validation;
D O I
10.1002/nag.401
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 the stress-strain behaviour and failure of a cohesive granular material both by experiments and numerical simulations. The material is an assembly of aluminium rods glued together by means of an epoxy resin. The behaviour of cohesive bonds (force-displacement relationship, failure conditions) is characterized by performing simple loading tests (tension/compression, shear...) on a couple of rods. Then, this local behaviour is introduced in a numerical code based on a discrete element method in order to perform numerical compression tests on large samples. The validation of this approach was the main goal of the present investigation that is essentially achieved by a direct comparison between the numerical results and similar experimental tests. As a basic application, we derive the macroscopic cohesion and friction characteristics of random cohesive materials by systematic numerical simulations in a biaxial geometry. Copyright (C) 2004 John Wiley Sons, Ltd.
引用
收藏
页码:1577 / 1594
页数:18
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