Huang Lingjin, Guan Weiming, Guan Yu, Zhao Hongchao, Zhang Zhiyi, Wen Yingyuan
Xinjiang University, Urumqi, 830017, China.
Sci Rep. 2025 Jan 9;15(1):1378. doi: 10.1038/s41598-024-82930-6.
Strip filling mining significantly improves coal recovery rates and fosters sustainable development in the coal industry. To investigate the overburden movement patterns of strip filling mining, a mine in Tuokexun was selected as the study site. The stability of the composite structure in upward mining faces, as well as the stress distribution and fracture characteristics of the overburden at different stages of strip filling mining, were analyzed using theoretical methods, numerical simulations, and similarity experiments. The results show that, under the synergistic effect of coal pillars and filling material, a stable support structure can be achieved with an isolation coal pillar width of 15 m and a filling body width of 150 m. During the filling mining stage, the overburden damage range exhibits an upward-sloping trapezoidal distribution, with the lower section experiencing greater damage than the upper section, though the overall integrity remains intact, significantly reducing the risk of impact hazards. During the caving mining stage, the initial breaking spans of the immediate roof and main roof are 40 m and 80 m, respectively, with periodic breaking spans of 20 m, compared to traditional horizontal mining, the insufficient collapse of the lower goaf side requires focused protection. As the mining face advances, overburden displacement stabilizes, and stress concentration remains low without any significant stress mutations, contributing to the stability and safety of underground operations.
条带充填开采显著提高了煤炭回收率,促进了煤炭行业的可持续发展。为了研究条带充填开采的覆岩移动规律,选取托克逊的某煤矿作为研究地点。采用理论方法、数值模拟和相似材料试验,分析了上行开采工作面复合结构的稳定性,以及条带充填开采不同阶段覆岩的应力分布和断裂特征。结果表明,在煤柱和充填材料的协同作用下,隔离煤柱宽度为15 m、充填体宽度为150 m时可实现稳定的支护结构。在充填开采阶段,覆岩破坏范围呈向上倾斜的梯形分布,下部破坏程度大于上部,但整体完整性保持完好,显著降低了冲击灾害风险。在垮落开采阶段,直接顶和老顶的初次破断步距分别为40 m和80 m,周期破断步距为20 m,与传统水平开采相比,下部采空区侧垮落不充分需要重点防护。随着工作面推进,覆岩位移趋于稳定,应力集中程度较低,无明显应力突变,有利于井下作业的稳定与安全。