Zhang Heng, Liu Su, Yi HaiYang, Liu Juntong, Qin Yan, Li Yuqian, Dong Yan, Cao Yong, Lu Fangchao, Guo Shaoshuai, Li Tie, Liu Yan
Occupational Hazards Control Technology Center, Beijing Academy of Science and Technology Institute of Urban Safety and Environmental Science, Beijing, China.
School of Resources and Civil Engineering, Northeastern University, Shengyang, China.
Sci Rep. 2025 May 7;15(1):15867. doi: 10.1038/s41598-025-98380-7.
With the deepening of coal mining, the frequency and intensity of rock burst accidents are increasing. According to incomplete statistics, there have been over 200 rock burst accidents in tunnels in China alone from 2005 to 2024, resulting in more than 500 deaths and causing extensive damage to tunnel equipment. Therefore, research on tunnel surrounding rock support methods is urgently needed. Based on a large number of previous studies on the surrounding rock support methods and technologies of coal mine roadway, this paper innovatively proposed the in-situ modified support method of roadway surrounding rock, and compared and analyzed the differences between the original rock roadway and the in-situ modified roadway surrounding rock in terms of static stress redistribution, displacement, plastic zone, dynamic stress and kinetic energy dissipation by using numerical simulation and laboratory experiments. The results show that the surrounding rock in the cracked region and reinforced region can redistribute the static stress of the roadway, better transfer the high static stress concentration distribution zone to the outside of the surrounding rock in the cracked region, and the dynamic stress transmitted to the surrounding rock surface of the roadway is reduced by about 1.29 ~ 4.0 times. Under the action of large vertical dynamic load, the displacement of surrounding rock in the roadway reinforcement area is reduced by about 1.9 ~ 4.0 times, the dynamic stress is reduced by about 37%~48%, and the overall plastic zone is significantly reduced. The plastic failure of coal and rock in the cracked region consumes and weakens the impact energy, enhances the dissipation effect of kinetic energy in surrounding rock, and effectively ensures the integrity of coal and rock in the reinforced region. The above research results can provide new support theory and technical ideas for surrounding rock support of roadways prone to rock bursts, prevent roadway rock burst accidents, and ensure mine safety production.
随着煤矿开采深度的增加,岩爆事故的发生频率和强度不断上升。据不完全统计,仅2005年至2024年期间,中国隧道内就发生了200多起岩爆事故,造成500多人死亡,对隧道设备造成了广泛破坏。因此,迫切需要开展隧道围岩支护方法的研究。基于以往大量关于煤矿巷道围岩支护方法和技术的研究,本文创新性地提出了巷道围岩原位改性支护方法,并通过数值模拟和室内试验,对比分析了原始岩巷与原位改性巷道围岩在静应力重新分布、位移、塑性区、动应力和动能耗散等方面的差异。结果表明,裂隙区和加固区围岩能够对巷道静应力进行重新分布,较好地将高静应力集中分布区转移至裂隙区围岩外侧,传递至巷道围岩表面的动应力降低约1.29~4.0倍。在大垂直动载作用下,巷道加固区围岩位移降低约1.9~4.0倍,动应力降低约37%~48%,整体塑性区显著减小。裂隙区煤岩塑性破坏消耗并削弱了冲击能量,增强了围岩动能耗散效果,有效保证了加固区煤岩的完整性。上述研究成果可为易发生岩爆巷道的围岩支护提供新的支护理论和技术思路,预防巷道岩爆事故,保障矿井安全生产。