The effect of the particle aspect ratio on the pressure at the bottom of sandpiles

被引:22
作者
Zhu, Jiyue
Liang, Yongyong
Zhou, Youhe [1 ]
机构
[1] Lanzhou Univ, Sch Civil Engn & Mech, Dept Mech & Engn Sci, Lanzhou 730000, Gansu, Peoples R China
关键词
Particle aspect ratio; Sandpile; Pressure dip; Coulomb angle; STRESS-DISTRIBUTION; GRANULAR MATERIAL; FORCE CHAINS; SIMULATION; MEDIA; MODEL; SHAPE;
D O I
10.1016/j.powtec.2012.09.032
中图分类号
TQ [化学工业];
学科分类号
0817 ;
摘要
A numerical study on the influence of particle aspect ratio on the mechanical and structural properties of 2D sandpiles formed by means of a fixed height pointlike source is presented. The numerical results find that a clear dip in the vertical pressure is observed at the bottom and the extent of the dip increases with the increase of the particle aspect ratio. The particles tend to orient along the horizontal direction, which makes the orientation of contacts show a vertical tendency. The tendency becomes more obvious as the particle aspect ratio increases. There is the same contact orientation at which the Coulomb angle is equal to zero for all particle aspect ratios. The stronger force chains within the sandpiles orient preferentially in a direction with steeper slope for larger particle aspect ratio, and form more steady arches to support more weight of the sandpile. (C) 2012 Elsevier B.V. All rights reserved.
引用
收藏
页码:37 / 45
页数:9
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