位置:成果数据库 > 期刊 > 期刊详情页
Cracking process of rock mass models under uniaxial compression
  • ISSN号:2095-2899
  • 期刊名称:Journal of Central South University
  • 时间:2013.6
  • 页码:1661-1678
  • 分类:O348.1[理学—固体力学;理学—力学] TU459[建筑科学—岩土工程;建筑科学—土工工程]
  • 作者机构:[1]School of Resources and Safety Engineering, Central South University, Changsha 410083, China, [2]Rock Mass Modeling and Computational Rock Mechanics Laboratories, University of Arizona, Tucson AZ 85721, USA, [3]School of Mechanics and Civil Engineering, China University of Mining and Technology (Beijing), Beijing 100083, China
  • 相关基金:Project(11102224)supported by the National Natural Science Foundation of China; Project(201206370124)supported by the China Scholarship Council,China
  • 相关项目:节理网络力学效应及岩体各向异性强度准则研究
中文摘要:

The ratio of crack initiation stress to the uniaxial compressive strength(SCI,B/SUC,B) and the ratio of axial strain at the crack initiation stress to the axial strain at the uniaxial compressive strength(B,UCB,CI,A,A/SSSS) were studied by performing numerical stress analysis on blocks having multi flaws at close spacing’s under uniaxial loading using PFC3 D. The following findings are obtained: SCI,B/SUC,B has an average value of about 0.5 with a variability of ± 0.1. This range agrees quite well with the values obtained by former research. For joint inclination angle, β=90°,B,UCB,CI,A,A/SSSS is found to be around 0.48 irrespective of the value of joint continuity factor, k. No particular relation is found betweenB,UCB,CI,A,A/SSSS and β; however, the average B,UCB,CI,A,A/SSSS seems to slightly decrease with increasing k. The variability ofB,UCB,CI,A,A/SSSS is found to increase with k.Based on the cases studied in this work,B,UCB,CI,A,A/SSSS ranges between 0.3 and 0.5. This range is quite close to the range of 0.4to 0.6 obtained for SCI,B/SUC,B. The highest variability of ± 0.12 forB,UCB,CI,A,A/SSSS is obtained for k=0.8. For the remaining k values the variability ofB,UCB,CI,A,A/SSSS can be expressed within ± 0.05. This finding is very similar to the finding obtained for the variability of SCI,B/SUC,B.

英文摘要:

The ratio of crack initiation stress to the uniaxial compressive strength(SCI,B/SUC,B) and the ratio of axial strain at the crack initiation stress to the axial strain at the uniaxial compressive strength(B,UCB,CI,A,A/SSSS) were studied by performing numerical stress analysis on blocks having multi flaws at close spacing's under uniaxial loading using PFC3 D. The following findings are obtained: SCI,B/SUC,B has an average value of about 0.5 with a variability of ± 0.1. This range agrees quite well with the values obtained by former research. For joint inclination angle, β=90°,B,UCB,CI,A,A/SSSS is found to be around 0.48 irrespective of the value of joint continuity factor, k. No particular relation is found betweenB,UCB,CI,A,A/SSSS and β; however, the average B,UCB,CI,A,A/SSSS seems to slightly decrease with increasing k. The variability ofB,UCB,CI,A,A/SSSS is found to increase with k.Based on the cases studied in this work,B,UCB,CI,A,A/SSSS ranges between 0.3 and 0.5. This range is quite close to the range of 0.4to 0.6 obtained for SCI,B/SUC,B. The highest variability of ± 0.12 forB,UCB,CI,A,A/SSSS is obtained for k=0.8. For the remaining k values the variability ofB,UCB,CI,A,A/SSSS can be expressed within ± 0.05. This finding is very similar to the finding obtained for the variability of SCI,B/SUC,B.

同期刊论文项目
同项目期刊论文
期刊信息
  • 《中南大学学报:英文版》
  • 主管单位:教育部
  • 主办单位:中南大学
  • 主编:黄伯云
  • 地址:湖南长沙中南大学校本部
  • 邮编:410083
  • 邮箱:jcsu@csu.edu.cn
  • 电话:0731-88836963
  • 国际标准刊号:ISSN:2095-2899
  • 国内统一刊号:ISSN:43-1516/TB
  • 邮发代号:42-316
  • 获奖情况:
  • 2006、2008、2010“中国高校精品科技期刊”2009...
  • 国内外数据库收录:
  • 美国化学文摘(网络版),荷兰文摘与引文数据库,美国工程索引,美国剑桥科学文摘,美国科学引文索引(扩展库),英国科学文摘数据库,日本日本科学技术振兴机构数据库
  • 被引量:334