首页> 外文会议>International symposium on rockburst and seismicity in mines >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:隧道挖掘岩体脆弱失败或摇滚岩的数值分析

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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:在一个故障附近的四种不同因素的条件下研究了非凡的压力和位移分布。获得了一些原则以预测脆性故障或摇滚乐的发生。本文采用正交和均匀方法的测试设计,以计算使用数值分析的16个工程方案,并确定一些常规结果。最终,分析了一些典型的工程案例,研究了周围岩体的稳定性以及当挖掘接近故障时摇滚乐发生的可能性。

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