节点文献
动态扰动触发岩巷发生失稳破裂的数值模拟
NUMERICAL SIMULATION ON INSTABLE FAILURE OF ROCK TUNNEL TRIGGERED BY DYNAMIC DISTURBANCE
【Author】 ZHUWanCheng ZUO YuJun LI ZhanHai TANG ChunAn (Center for Rock Instability and Seismicity Research, Northeastern University, Shenyang, 110004)
【机构】 东北大学岩石破裂与失稳研究中心;
【摘要】 处于深部的岩体内部积累了很高的弹性应变能,动力扰动可以触发深部岩体发生动力失稳。先用RFPA程序模拟了岩石中应力波传播及岩石的变形与破裂过程,以验证程序在模拟动态载荷下岩石破裂过程的有效性。然后,模拟了处于静态地应力作用下的巷道在动态扰动作用下的破裂过程。数值模拟表明, 对于不同地应力状态的巷道,动态扰动对其产生的影响不同;故开展动态扰动触发巷道破坏的研究是非常有现实意义的。
【Abstract】 Since much percolation have been seeping on the Yatang reservoir dam toe after the main project of the reservoir was finished, used safety monitoring system, the monitoring was applied to monitor the seepage for the second impounding water test. Based on the monitoring data, the seepage position and harm degree were thoroughly analyzed and a preliminary forecast was given in the paper.
【Key words】 Tunnel; Dynamic loading; failure process; numerical simulation;
- 【会议录名称】 第九届全国岩石力学与工程学术大会论文集
- 【会议名称】第九届全国岩石力学与工程学术大会
- 【会议时间】2006-07
- 【会议地点】中国辽宁沈阳
- 【分类号】TD311
- 【主办单位】中国岩石力学与工程学会