A new numerical method for one-dimensional compression test of crushable particles based on DEM

被引：0

作者：

Wang, Y. D. ^{[1
]}

Xi, Y. ^{[1
]}

机构：

[1] Shanghai Jiao Tong Univ, Dept Civil Engn, Shanghai, Peoples R China

来源：

UNSATURATED SOIL MECHANICS-FROM THEORY TO PRACTICE | 2016年

关键词：

BREAKAGE BEHAVIOR; SIMULATION; MECHANICS;

D O I：

暂无

中图分类号：

P5 [地质学];

学科分类号：

0709 ; 081803 ;

摘要：

The discrete element method is used to investigate the one-dimensional compression of a large number of particles. The method to simulate particle crushing is conducted through substituting the original particles for some small particles under certain principles, which avoid the use of agglomerates. The randomly chosen rule of the particles crushing is set for more realistic simulation. The Normal Compression Line (NCL) and Particle Size Distribution (PSD) are explored on the behaviour of the particles. The influence of the randomly crushing mechanism is also discussed.

引用

页码：661 / 664

页数：4

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