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| 深部岩体中断续节理对巷道稳定性影响的数值试验 | |
| 引用本文： | 张哲,王大国,洪林. 深部岩体中断续节理对巷道稳定性影响的数值试验[J]. 辽宁工程技术大学学报(自然科学版), 2007, 26(4): 481-484 |
| 作者姓名： | 张哲 王大国 洪林 |
| 作者单位： | 1. 东北大学,岩石破裂与失稳研究中心,辽宁,沈阳,110004 2. 大连大学,材料破坏力学数值试验研究中心,辽宁,大连,116622 3. 辽宁工程技术大学,安全科学与工程学院,辽宁,阜新,123000 |
| 基金项目： | 国家自然科学基金重点资助项目(40638040) |
| 摘 要： | 应用岩石破裂过程分析软件RFPA2D,通过对具有断续软弱结构面深部岩体中隧道的变形破坏特征、隧道周边关键部位的位移和应力变化进行了分析,对巷道在载荷作用下的声发射和位移特性进进行了探讨,着重研究了深部岩体中节理对巷道稳定性的影响。这对于进一步理解深部岩体中节理对巷道影响进而采取有效的加固措施等具有重要的理论和实践意义。 |
| 关 键 词： | 深部岩体 断续节理 巷道稳定性 数值试验 |
| 文章编号： | 1008-0562（2007）04-0481-04 |
| 修稿时间： | 2006-01-01 |
Numerical experiment on effect of circular roadway stability by intermittent joint in deep rock mass |
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| ZHANG Zhe,WANG Da-guo,HONG Lin. Numerical experiment on effect of circular roadway stability by intermittent joint in deep rock mass[J]. Journal of Liaoning Technical University (Natural Science Edition), 2007, 26(4): 481-484 | |
| Authors: | ZHANG Zhe WANG Da-guo HONG Lin |
| Affiliation: | 1.Center for Rock Instability and Seismicity Research, Northeastern University, Shenyang 110004, China; 2. Research Center for Numerical Tests on Material Failure, Daiian University, Daiian 116622, China; 3. College of Safety Science and Engineering, Liaoning Technical University, Fuxin 123000, China |
| Abstract: | Using the RFPA2D,the deformation and nonlinear gradual failure characteristics of circular roadway in deep rock mass as well as the displacement and the stress variation of the key position in the periphery of the roadway are analyzed,meanwhile,the drift characters of displacement and AE is also studied under stress.The effect on drift stability by interruption joint in deep rock mass is amphasatically studied.This study is very useful and significant both in the theoretical and the practical aspect. |
| Keywords: | deep rock mass intermittent joint roadway stability numerical experiment |
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