首页> 外文会议>The 7th International Symposium on Rockburst and Seismicity in Mines(2009年第七届国际岩爆与微振动性学术研讨会)论文集 >NUMERICAL ANALYSES ON THE BRITTLE FAILURE OR ROCKBURST OF ROCK MASS INDUCED BY TUNNEL EXCAVATIONS IN VICINITY OF A FAULT
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NUMERICAL ANALYSES ON THE BRITTLE FAILURE OR ROCKBURST OF ROCK MASS INDUCED BY TUNNEL EXCAVATIONS IN VICINITY OF A FAULT

机译:隧道附近开挖引起岩体脆性破坏或岩爆的数值分析

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The extraordinary distributions of stress and displacement were studied under the conditions of four different factors in vicinity of a fault. Some principles were obtained to predict the occurrences of brittle failures or rockburst. The test designs of orthogonal and uniform methods were adopted in this paper to calculate sixteen engineering schemes using numerical analyses and some regular results were determined. Ultimately, some typical engineering cases were analysed to study the stability of the surrounding rock masses and the possibility of the occurrence of rockburst when the excavations approach a fault.
机译:在断层附近有四个不同因素的条件下,研究了应力和位移的非凡分布。获得了一些原理来预测脆性破坏或岩爆的发生。本文采用正交和均匀法的试验设计,通过数值分析计算出十六种工程方案,并确定了一些常规结果。最终,分析了一些典型的工程案例,研究了开挖接近断层时周围岩体的稳定性以及发生岩爆的可能性。

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