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近距离煤层群相向采掘下伏煤层巷道变形破坏特征

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针对龙华煤矿在近距离煤层下行开采过程中,10205工作面回采巷道与其下方的20203工作面回采巷道存在的相互扰动问题.利用理论分析、FLAC3D数值模拟等方法研究了 10205工作面采场20203回采巷道支护参数、应力分布特征、分布规律以及底板破坏深度等,探究了 1-2煤层的10205工作面在回采过程中对2-2煤层的20203工作面回采巷道施工稳定性的影响.结果表明:下煤层20203回采巷道掘进初期,巷道仅受自身掘进的应力扰动影响,巷道围岩应力整体呈现稳定变化.当上煤层工作面长度为325 m时,上煤层工作面底板最大破坏深度为20 m.下煤层回采巷道围岩应力相较于掘进期变化不大,回采巷道在上煤层开采过程中保持稳定.同时,10205工作面主应力均呈扩散状向底板传递,最大主应力扩散区在应力增高区,而最小主应力扩散区在应力降低区,二者分布规律相似均在应力增高区出现应力集中.根据滑移线理论模型计算上煤层底板最大破坏深度理论值为18.6 m,与数值模拟结果接近.研究结果有利于保障近距离煤层下行开采的掘进安全以及回采巷道支护稳定性.
Deformation and Failure Characteristics of the Undermining Coal Seam Roadway Under Opposite Mining and Tunneling of Close Coal Seam Group
Aiming at the mutual disturbance problem between 10205 working face and its lower 20203 working face during the downward mining process of close coal seam in Longhua coal mine.Theoretical analysis,FLAC3D numerical simulation and other methods were used to study the characteristics of the stress distribution in the mining field of the 10205 working face,the distribution law,the depth of the bottom plate damage,and the support parameters of the 20203 roadway,etc.,and to investigate the influence of the 10205 working face in the 1-2 seam on the stability of the construction of the 20203 roadway of the 20203 working face in the 2-2seam during the process of the mining back.The results show that,at the initial stage of 20203 roadway excavation in the lower coal seam,the roadway is only affected by the stress perturbation brought by its own excavation,and the roadway peripheral rock stress shows a uniform and stable change as a whole.When the length of the upper seam working face is 325 m,the maximum damage depth of the upper seam working face bottom plate is 20 m.The peripheral rock stress of the lower seam back-mining roadway does not change much compared with the period of digging,and the back-mining roadway is kept stable in the process of mining the upper seam.At the same time,the main stresses in 10205 working face are transmitted to the bottom plate in a diffuse manner,the largest main stress diffusion area is in the stress increase area,while the smallest main stress diffusion area is in the stress decrease area,and both of them are similar in the distribution law,and the stress concentration occurs in the stress increase area.According to the theoretical model of slip line,the maximum damage depth of the upper seam bottom plate is 18.6 m,which is close to the numerical simulation results.The results of the study are helpful to ensure the safety of the downstream mining of the close coal seam and the stability of the support of the roadway in back mining.

close seamopposite mining and tunnelingroadway supportfloor failure lawroadway stability

高杰、赵米真、王力

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陕西煤业化工集团孙家岔龙华矿业有限公司,陕西榆林 719314

近距离煤层群 相向采掘 巷道支护 底板破坏特征 巷道稳定性

2024

中国矿山工程
中国有色工程设计研究总院

中国矿山工程

影响因子:0.335
ISSN:1672-609X
年,卷(期):2024.53(5)