Ma Xingen, Hu Bing, Wang Eryu, Geng Qiangdi, Liu Zhiwen, Li Yongyuan, Sun Fulong, Wang Bingshan, Wang Wei
China University of Mining and Technology, Xuzhou, 221000, China.
Huaneng Coal Technology Research Co., Ltd., Beijing, 100070, China.
Sci Rep. 2025 May 14;15(1):16819. doi: 10.1038/s41598-025-00368-w.
Xinzhuang Coal Mine in Huaneng Qingyang Mining Area has geological characteristics such as large buried depth, thick topsoil and hard overburden, which is a typical kilometer-deep rockburst mine.Currently, the mine remains in the fundamental construction phase. This provides a theoretical foundation for the mine's subsequent production processes. , this paper studies the stress distribution law of surrounding rock in the stope of Xinzhuang Coal Mine. First of all, select the Panel 1 west wing of Coal 8 as a typical representative, and establish a large three-dimensional refined numerical model. Then, through numerical simulation research, the characteristics of surrounding rock abutment stress distribution zone in the mining process of the working face under complex conditions are obtained, which provides support for the regional design of rockburst prevention and control. The main research conclusions are as follows: (1) The research reveals the distribution characteristics of mining stress, elastic energy accumulation, and plastic zone at different widths of the first mining face, and determines the reasonable width of the working face. It is considered that the width of the working face can be greater than 175 m and less than 250 m, and the design width 200 m of the working face of Xinzhuang Coal Mine is reasonable. (2) The research reveals the evolution law and influence factors of mining stress, elastic energy accumulation and plastic zone distribution in the first mining face. The research results can not only provide theoretical support for the subsequent production of Xinzhuang Coal Mine, but also provide reference for the rockburst prevention and control work of mines with similar geological conditions.
华能庆阳矿区新庄煤矿具有埋藏深度大、表土层厚、覆岩坚硬等地质特征,是典型的千米深井冲击地压矿井。目前,该矿井仍处于基建阶段。这为矿井后续生产过程提供了理论基础。本文研究了新庄煤矿采场围岩应力分布规律。首先,选取8号煤一采区西翼作为典型代表,建立大型三维精细化数值模型。然后,通过数值模拟研究,得出复杂条件下工作面回采过程中围岩支承压力分布区域特征,为冲击地压防治区域设计提供了依据。主要研究结论如下:(1)研究揭示了首采工作面不同宽度下采动应力、弹性能积聚及塑性区分布特征,确定了合理的工作面宽度。认为工作面宽度可大于175m且小于250m,新庄煤矿工作面设计宽度200m合理。(2)研究揭示了首采工作面采动应力、弹性能积聚及塑性区分布的演化规律及影响因素。研究成果不仅可为新庄煤矿后续生产提供理论支撑,也可为类似地质条件矿井的冲击地压防治工作提供参考。