Influence of loading rate on uniaxial compression test of rock specimen with random joints

被引：3
|
作者：
Xie, Bing [1 ]
Guo, Jinjun [1 ]
Xia, Xiang [2 ]
机构：
[1] Luoyang Inst Sci & Technol, Dept Civil Engn, Luoyang 471023, Peoples R China
[2] Chinese Acad Sci, Inst Rock & Soil Mech, State Key Lab Geomech & Geotech Engn, Wuhan 430071, Peoples R China
来源：
ADVANCES IN CHEMICAL ENGINEERING, PTS 1-3 | 2012年 / 396-398卷
基金：
中国国家自然科学基金;
关键词：
pfc2d; uniaxial compression test; loading rate; random joints; PARTICLE MODEL;
D O I：
10.4028/www.scientific.net/AMR.396-398.217
中图分类号：
TQ [化学工业];
学科分类号：
0817 ;
摘要：
Numerical specimens with ramdom joints is established by particle flow code PFC2D and uniaxial compression tests are conducted under three different loading rate. Studies have shown that strength of uniaxial compression are all increased with the loading rate no matter what specimen is complete or with random joints. The sensitivity of changes of uniaxial compressive strength of specimen with random joints decreases with increasing of the loading rate.
引用
收藏
页码：217 / +
页数：2
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