期刊文献+

岩爆预测的理论与实践 被引量:5

Theory and practice of rock burst prediction
下载PDF
导出
摘要 文章介绍了在天生桥二级水电站隧硐中用有限元方法进行的岩爆数值预测研究工作。数学模型是在实地分析岩爆破坏机制基础上,经过岩爆强度理论及稳定理论分析,并经过物理模型试验验证后建立的。预测结果与后来隧硐中发生的岩爆实际情况接近。 Abstract The rock burst prediction research in the tunnel of the second grade hydraulic power station is given by using the finite element numerical method.Through analyzing rock failure due to rock burst in-situ,applying the rock burst strength theory and the stability theory,and using physical modelling experiment,the mathematical model is built.The predicting result has a good agreement with the rock burst taken place in this tunnel.
作者 陆家佑
出处 《煤矿开采》 1998年第3期26-29,共4页 Coal Mining Technology
  • 相关文献

参考文献5

  • 1陆家佑.水工引水隧硐岩爆机制研究.第一届全国岩石力学数值计算及模型试验讨论会论文集.成都:西南交通大学出版社,1988.
  • 2章梦涛.冲击地压失稳理论与数值模拟计算[J].岩石力学与工程学报,1987,8(3):197-204.
  • 3Lu Jiayou,Wang Changming,Huai Jun, FEM analysis for rock burst and its back analysis for determining in - situ stress, proc. of 6TH. Inter,cong.on Num. Methods in Geom Innshruck, Austria, 1998.
  • 4Lu Jiayou, et al. The brittle failure of rock around under-ground openings, Proc.of Inter, symp.on. Rock at Great Depth.pau, France, 1989.
  • 5Lu Jiayou, et al. Applications of numerical methods in rocukurst prediction and control, Proc. of the 3RD, Inter symp.on Rockbursts and seisnicity in Mine, Kingston,Ontario Canads, 1993.

共引文献22

同被引文献59

引证文献5

二级引证文献45

相关作者

内容加载中请稍等...

相关机构

内容加载中请稍等...

相关主题

内容加载中请稍等...

浏览历史

内容加载中请稍等...
;
使用帮助 返回顶部