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高地应力软岩隧道施工动态控制与优化
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作者 唐红章 《城市建筑》 2016年第18期337-337,共1页
在高地应力软岩隧道施工时,经常会出现重大的地质变形灾害,给工程的施工工作及管理工作带来了巨大的阻碍。本文通过分析高地应力软岩隧道地质特点以及施工变形特点,探究了在高地应力软岩隧道中的施工动态控制与优化的方法。
关键词 高低应力 软岩隧道 动态控制 优化
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Strength weakening effect of high static pre-stressed granite subjected to low-frequency dynamic disturbance under uniaxial compression 被引量:6
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作者 Wu-xing WU Feng-qiang GONG Quan JIANG 《Transactions of Nonferrous Metals Society of China》 SCIE EI CAS CSCD 2022年第7期2353-2369,共17页
This study aimed to elucidate the strength weakening effect of high static pre-stressed rocks subjected to low-frequency disturbances under uniaxial compression.Based on the uniaxial compressive strength(UCS)of granit... This study aimed to elucidate the strength weakening effect of high static pre-stressed rocks subjected to low-frequency disturbances under uniaxial compression.Based on the uniaxial compressive strength(UCS)of granite under static loading,70%,80%,and 90%of UCS were selected as the initial high static pre-stress(σ_(p)),and then the pre-stressed rock specimens were disturbed by sinusoidal stress with amplitudes of 30%,20%,and 10%of UCS under low-frequency frequencies(f)of 1,2,5,and 10 Hz,respectively.The results show that the rockburst failure of pre-stressed granite is caused by low-frequency disturbance,and the failure strength is much lower than UCS.When theσp or f is constant,the specimen strength gradually decreases as the f or σ_(p) increases.The experimental study illustrates the influence mechanism of the strength weakening effect of high static pre-stress rocks under low-frequency dynamic disturbance,that is,high static pre-stress is the premise and leading factor of rock strength weakening,while low-frequency dynamic disturbance induces rock failure and affects the strength weakening degree. 展开更多
关键词 deep rock high static pre-stress low-frequency dynamic disturbance strength weakening effect uniaxial compression ROCKBURST
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掘进巷道防冲卸压方案优化研究 被引量:1
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作者 沈威 窦林名 +1 位作者 徐锋 李静 《煤矿安全》 CAS 北大核心 2015年第10期18-20,24,共4页
为了研究提高防冲卸压效果的方法、不同应力等级区防冲卸压力度的合理分配问题,建立了有普遍适用性的高低应力区划分判别式,并针对高低应力区分别制定卸压试验。研究分析表明:高应力区仅实施1轮大直径钻孔卸压效果有限,高应力区卸压力... 为了研究提高防冲卸压效果的方法、不同应力等级区防冲卸压力度的合理分配问题,建立了有普遍适用性的高低应力区划分判别式,并针对高低应力区分别制定卸压试验。研究分析表明:高应力区仅实施1轮大直径钻孔卸压效果有限,高应力区卸压力度应当是低应力区的3倍;增加单个钻孔钻屑量能够增大钻孔周围破碎区半径,进而提高卸压效果,卸压过程中可以适当采取措施增加煤体震动、增加钻屑量;卸压后,煤体中应力积聚较快,应当实行间隔一定时间多轮卸压。 展开更多
关键词 高低应力 冲击矿压 卸压方案 钻屑量 煤炮
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