Ding Guoli, Cao Anye, Guo Zhengjun, Shi Qingwen
School of Mines, China University of Mining and Technology, Xuzhou, 221116, Jiangsu, China.
, Ordos City, China.
Sci Rep. 2025 Aug 2;15(1):28262. doi: 10.1038/s41598-025-12440-6.
As a novel method of preventing rock burst, pressure relief roadway has been proposed in recent years. A longwall face of a coal mine in China was taken as the engineering research background to analyze the anti-shock mechanism and comprehensive prevention technology of relief roadway. Firstly, this paper analyzes the anti-impact mechanism before and after the layout of pressure relief roadway through theoretical and numerical methods. Then, comprehensive prevention and control technical schemes such as active pre-cracking measures for hard roof, high-strength depressurization measures for coal body, multi-layer support system for surrounding rock and strong support for roadway with advanced support are put forward. The results show that after the implementation of the comprehensive prevention and control technology, the seismicity shows stable fluctuation characteristics, the daily energy release is reduced by 80.8%, the large energy events are reduced by 90% on average, and no large energy events over 10J have occurred. The observed stopping wall deformation of surrounding rock is reduced by 25%, roof subsidence by 90.3%, and floor heave by 77.9%. There are only two weak impact danger areas on the working face of vibration wave active CT detection, and the remaining 75% area is no impact danger area.
作为一种预防岩爆的新方法,卸压巷道近年来被提出。以我国某煤矿的一个长壁工作面为工程研究背景,分析卸压巷道的抗冲击机理及综合防治技术。首先,通过理论和数值方法分析了卸压巷道布置前后的抗冲击机理。然后,提出了坚硬顶板主动预裂措施、煤体高强度卸压措施、围岩多层支护系统以及采用超前支护对巷道进行强力支护等综合防治技术方案。结果表明,综合防治技术实施后,地震活动呈现稳定波动特征,日能量释放降低了80.8%,大能量事件平均减少了90%,未发生超过10J的大能量事件。观测到的围岩停采线变形减少了25%,顶板下沉减少了90.3%,底鼓减少了77.9%。振动波有源CT探测工作面仅有两个弱冲击危险区域,其余75%区域为无冲击危险区域。