NUMERICAL ANALYSIS FOR SIZE EFFECT OF STRATIFIED ROCK MASS UNDER COMPRESSION

Zhou Lianjun; Peng Zhenbin; He Zhongming; Peng Wenxiang

doi:10.13204/j.gyjz200905017

Volume 39 Issue 5

Dec. 2014

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Article Navigation > INDUSTRIAL CONSTRUCTION > 2009 > 39(5): 81-83,105

Tong Genshu, Xu Yuanjie, Zhang Lei. ANALYSIS OF GLOBAL STABILITY OF COLD-FORMED Z PURLINS UNDER WIND SUCTION[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(12): 26-33. doi: 10.13204/j.gyjz201312004

Citation:

Zhou Lianjun, Peng Zhenbin, He Zhongming, Peng Wenxiang. NUMERICAL ANALYSIS FOR SIZE EFFECT OF STRATIFIED ROCK MASS UNDER COMPRESSION[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(5): 81-83,105. doi: 10.13204/j.gyjz200905017

Tong Genshu, Xu Yuanjie, Zhang Lei. ANALYSIS OF GLOBAL STABILITY OF COLD-FORMED Z PURLINS UNDER WIND SUCTION[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(12): 26-33. doi: 10.13204/j.gyjz201312004

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NUMERICAL ANALYSIS FOR SIZE EFFECT OF STRATIFIED ROCK MASS UNDER COMPRESSION

doi: 10.13204/j.gyjz200905017

1.
1. School of Geoscience &Environmental Engineering,Central South University,Changsha 410083,China;
2.
2. Zhongda Survey and Design Institute of Hunan,Central South University,Changsha 410075,China;
3.
3. School of Resources &Safety Engineering,Central South University,Changsha 410083,China

Received Date: 2008-11-20
Publish Date: 2009-05-20

Abstract

Abstract

The model of stratified rock mass is founded by FLAC3D,the size effect of stratified rock mass is analyzed for the situation of the same and different length-diameter ratio,which shows that: 1) for the same length-diameter ratio,the increase of diameter or the height leads to the decrease of compressive strength of stratified rock mass;2) for rock samples with different structure plane inclination,with the increase of length-diameter ratio H/D,the discipline of compressive strength shows differently.The strength of rock mass depends on the certain function of length and diameter,instead of the simply parameter H/D.
- stratified rock mass,
- compressive strength,
- size effect,
- numerical analysis

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References(9)

References

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