Research on regional dynamic background and prevention of Longyun Coal Industry 10.20 rock burst accident in Shandong Province
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摘要: 矿山巷道、交通隧道等地下硐室围岩稳定与岩体所处区域地应力环境息息相关。论文以山东龙郓煤业10.20冲击地压事故为背景,通过地应力测量与监测工作,初步揭示了山东西部地壳浅表层现今地应力环境,结合龙郓煤业矿区附近现今地应力场特征,探讨此次冲击地压事故产生的动力学背景,并从地应力角度提出相应的防控建议。研究结果表明:测量深度范围内,主应力大小总体上与深度成正比线性关系,最大水平主应力值为3.48~20.76MPa,随深度增加梯度为0.0182MPa/m;最小水平主应力值为3.44~14.95MPa,随深度增加梯度为0.0130MPa/m;区内最大水平主应力方位为N43°~89°E,平均方位为N75°E;地壳浅表层构造作用以水平运动为主,但随着深度的增加,构造作用逐渐向垂直运动转变;龙郓煤业冲击地压事故的动力机制主要是事故区埋深大,地应力环境以垂向应力为主导。Abstract: The stability of surrounding rock of mine roadway, traffic tunnel and other underground chamber is closely related to the regional ground stress environment of rock mass. Based on the 10.20 rock burst accident in Longyun Coal Industry, through in-situ stress measurement and monitoring, we have preliminarily revealed the present earth stress environment in the shallow crust of western Shandong Province. According to the characteristics of the present ground stress field near Longyun Coal mining area, the paper discusses the dynamic background of the rock burst accident, and puts forward corresponding prevention and control suggestions from the perspective of ground stress. The results show that the principal stress is directly proportional to the depth, the maximum horizontal principal stress is 3.48~20.76MPa, and the gradient is 0.0182MPa/m as the depth increases. The minimum horizontal principal stress is 3.44~14.95MPa, and the gradient is 0.0130MPa/m as the depth increases. The maximum horizontal principal stress azimuth is N43°~89°E, and the average azimuth is N75°E. The tectonic action on the surface of the crust is mainly horizontal movement, but with the increase of depth, the tectonic action gradually changes to vertical movement. The dynamic mechanism of rock burst accident in Longyun Coal Industry is mainly due to the large buried depth in the accident area and the vertical stress environment.
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