工作面开切眼掘进过程中端头效应及稳定性分析

    Stability Analysis and End Effect During the Driving Process of Working Face Open-off Cut

    • 摘要: 为了确定莒山矿井长壁工作面开切眼过程中的端头效应,利用数值仿真技术,建立长壁工作面开切眼的大型三维数值计算模型,分析在不同掘进步距和不同掘进长度下开切眼围岩的应力特征和位移特征,并据此确定端头效应的影响范围。研究结果表明:巷道断面掘进过程中存在着端头效应,在该矿工程条件下端头效应的影响区域大约在距掘进头后10 m范围内,强烈影响区域约在距掘进头后8 m范围内;开挖完成后,开切眼巷道帮部的铅垂应力分布规律为从巷道表面向围岩深部由小到大,再由大到小过渡到原岩应力状态。

       

      Abstract: In order to determine end effect during the driving process of the open-off cut in Jushan Mine longwall working face, and by numerical simulation technology is used to establish longwall working face open-off cut three dimensional numerical model, the paper analyzes the open-off cut surrounding rock stress characteristics and displacement characteristics at different distance and different tunneling lengths, and accordingly determines the end effect. The results of the study show that there is end effect in the driving process of roadway section, the influence area of end effect under engineering conditions of this mine is at a distance of 10 m hehind the tunneling head, and the strong influence area is at the distance of 8 m behind the tunneling head. After the completion of the excavation, vertical stress distribution laws of open-off cut roadway's walls is small to big from the surface to the deep roadway surrounding rock, and transfers to the original rock stress state from big to small.

       

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