Influence of particle shape on engineering properties of assemblies of two-dimensional polygon-shaped particles

被引:138
作者
Mirghasemi, AA [1 ]
Rothenburg, L
Matyas, EL
机构
[1] Univ Tehran, Dept Civil Engn, Tehran, Iran
[2] Univ Waterloo, Dept Civil Engn, Waterloo, ON N2L 3G1, Canada
来源
GEOTECHNIQUE | 2002年 / 52卷 / 03期
关键词
numerical modelling and analysis; shear strength;
D O I
10.1680/geot.2002.52.3.209
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
A code based on the discrete element method (DEM) was developed to simulate the behaviour of angular granular materials by loading assemblies of two-dimensional polygon-shaped particles. Two series of test simulations-isotropic loading-unloading and biaxial shear-were conducted on assemblies with different particle angularity To avoid the probable effect of particle eccentricity and size distribution on assembly behaviour, equal-sized, equal-sided particles were employed. Six assemblies of particles with different angularities (one assembly for each type) were used in this study. The test results are presented in terms of macroscopic and microscopic behaviour. It was found that particle angularity had a significant influence on the behaviour of simulated granular material.
引用
收藏
页码:209 / 217
页数:9
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