Lang Ding, Wu Xiaobo, Wu Yongping, Xie Panshi, Yan Zhuangzhuang, Chen Shuaiming
School of Energy and Mining Engineering, Xi'an University of Science and Technology, Xi'an, 710054, China.
Key Laboratory of Western Mines and Hazard Prevention, Ministry of Education of China, Xi'an, 710054, China.
Sci Rep. 2024 Jun 24;14(1):14461. doi: 10.1038/s41598-024-65655-4.
In the process of fully mechanized top-coal caving mining, the top-coal is affected by mining-induced stress, and the stress varies along the strike direction of working face, so the boundary position of its entering the limit equilibrium state changes accordingly. The determination of the boundary along the strike direction of working face can provide scientific guidance for the stability control of support-surrounding rock in fully mechanized top-coal caving face. Using the research methods of theoretical analysis, physical similarity simulation experiment and numerical simulation experiment, the stress state analysis model of the boundary position of the top-coal limit equilibrium zone under macro-scale conditions was established, the stress state characterization method of the boundary of the top-coal limit equilibrium zone along the strike direction of working face was given, and the quantitative characterization of the boundary of the top-coal limit equilibrium zone along the strike direction of working face was realized by combining with the mining-induced stress path, and the distance relationship between the boundary of the top-coal limit equilibrium zone and the langwall face along the strike direction of working face was revealed. The results show that after critical mining in fully mechanized top-coal caving face, the distance between the boundary of top-coal limit equilibrium zone and the langwall face along the strike direction of working face presents a relationship of increasing from top to bottom. The distance between the top-coal upper boundary and the langwall face was 2.85 m and the distance between the top-coal lower boundary and the langwall face was 5.39 m. The boundary of top-coal limit equilibrium zone along the strike direction of working face was verified by the top-coal elastic-plastic zone boundary and the boundary of the peak position of front abutment pressure in different layers of top-coal. The results show that the quantitative characterization of the top-coal limit equilibrium zone boundary along the strike direction of working face was reasonable. In order to improve mine production efficiency, optimization measures were put forward for hard coal seam and soft coal seam respectively.
在综采放顶煤开采过程中,顶煤受采动应力作用,且该应力沿工作面走向方向变化,因此其进入极限平衡状态的边界位置也相应改变。确定工作面走向方向的边界可为综采放顶煤工作面的支护围岩稳定性控制提供科学指导。利用理论分析、物理相似模拟试验和数值模拟试验等研究方法,建立了宏观尺度条件下顶煤极限平衡区边界位置的应力状态分析模型,给出了沿工作面走向方向顶煤极限平衡区边界的应力状态表征方法,并结合采动应力路径实现了沿工作面走向方向顶煤极限平衡区边界的定量表征,揭示了沿工作面走向方向顶煤极限平衡区边界与回风巷煤壁之间的距离关系。结果表明,综采放顶煤工作面临界开采后,沿工作面走向方向顶煤极限平衡区边界与回风巷煤壁之间的距离呈现出由上至下逐渐增大的关系。顶煤上边界与回风巷煤壁的距离为2.85 m,顶煤下边界与回风巷煤壁的距离为5.39 m。通过顶煤弹塑性区边界及顶煤不同层位前支承压力峰值位置边界对沿工作面走向方向顶煤极限平衡区边界进行了验证。结果表明,沿工作面走向方向顶煤极限平衡区边界的定量表征是合理的。为提高矿井生产效率,分别针对硬煤层和软煤层提出了优化措施。