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Temperature effect of rock burst for hard rock in deep-buried tunnel

机译:深埋隧道硬岩爆破的温度效应

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摘要

Much research has been conducted on the influence of rock burst mechanisms and temperature on the mechanical properties of hard rock while research on the effect of temperature on rock bursts is scarce. Therefore, this paper focuses on Rock Burst Proneness Index tests and acoustic emission (AE) tests under the action of high temperature. It was found that the Rock Burst Proneness Index and the AE energy will rise as the temperature rises. It means that the degree of rock burst is increasing instead of decreasing with rising temperature. The research results revealed the temperature effect of rock burst in long deep tunnels under a certain thermal stress condition, which is helpful for explaining the rock burst disaster in tunnels at high ground temperature.
机译:关于爆破机理和温度对硬岩力学性能影响的研究很多,而对于爆破温度的影响研究却很少。因此,本文主要关注高温作用下的岩爆倾向指数测试和声发射(AE)测试。发现随着温度的升高,岩爆倾向指数和AE能量也会升高。这意味着岩石破裂的程度是增加的,而不是随着温度的升高而减少。研究结果表明,在一定的热应力条件下,深长隧道的岩爆温度效应,有助于解释高地温条件下隧道的岩爆灾害。

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