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The Mechanical Criterion of Activation and Instability of Normal Fault Induced by the Movement of Key Stratum and Its Disaster-Causing Mechanism of Rockburst in the Hanging Wall Mining

机译:悬崖挖掘岩爆岩体运动激活与稳定性稳定性的机械标准及其抗震机制

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Coal mine rockburst is closely related to the complex geological structure. Understanding the criterion of the fault activation instability and the disaster-causing mechanism of rockburst under the influence of mining is the theoretical premise and important guarantee of safe and efficient coal mining. In this paper, based on the theory of key stratum, the mechanical model of fault slip instability in the normal fault during the hanging wall mining was established, and the instability criterion was derived. It is concluded that the fault slip instability of the hanging wall is mainly controlled by two factors: (1) the distance between coal seams and key stratum and (2) the distance between working face and fault. Moreover, these two factors have an inverse relation to the occurrence of rockburst. Subsequently, three conceptual models of rockburst induced by the fault stress transfer, stress concentration of coal pillars, and fault structural instability were proposed. Based on the rock mechanics theory, the rockburst carrier system model of “roof-coal seam-floor” near the fault was established. The mechanical essence of fault rockburst was obtained as follows: under the action of fault, the static load of fault coal pillar was increased and superimposed with the fault activation dynamic load, leading to high-strength rockburst disaster. Based on the occurrence mechanism of fault rockburst, the monitoring and prevention concept and technical measures were proposed in three aspects, including the monitoring and control of fault activation dynamic loads, the monitoring of high static load in fault coal pillar and stress release, and the strengthening roadway support. These prevention and control measures were verified in the panel 103 down 02 of the Baodian Coal Mine in engineering, and the effectiveness of these measures was proved.
机译:煤矿摇滚堡与复杂地质结构密切相关。理解矿业影响下,岩爆在岩爆的抗衰导机制的标准是安全高效煤炭开采的理论前提和重要保障。本文基于钥匙层理论,建立了悬挂墙挖掘期间正常故障中的故障稳定性的机械模型,得到了不稳定标准。得出结论是,悬挂墙的故障滑动不稳定性主要由两个因素控制:(1)煤层与钥匙层之间的距离和(2)工作面和故障之间的距离。此外,这两个因素与摇滚乐发生的发生反比异性。随后,提出了由故障应力传递,煤柱应力集中和故障结构不稳定引起的三种概念模型。基于岩石力学理论,建立了故障附近“屋顶煤层”岩爆载体系统模型。出现故障摇滚爆炸的机械精华如下:在断层的作用下,断层煤柱的静载荷随着断层激活动态负荷而叠加,导致高强度岩爆灾害。基于故障摇滚爆发的发生机制,三个方面提出了监测和预防概念和技术措施,包括监测和控制故障激活动态负荷,对故障煤柱和应力释放的高静电负荷监测的监测,以及加强巷道支持。这些预防和控制措施在工程中Baodian煤矿的第103号小组中核实,证明了这些措施的有效性。

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