准东煤矿靠帮开采南端帮稳定性动态分析

    Dynamic Stability Analysis of Southern Steep End-slope Mining in Zhundong Coal Mine

    • 摘要: 为了研究露天煤矿靠帮开采过程中端帮边坡的动态稳定,保证节地减损开采的安全实施。根据几何学基本原理分析了靠帮开采过程中下部台阶外推距离与端帮边坡角度的函数关系。采用FLAC3D建立边坡模型,并分析了端帮在靠帮开采过程中边坡的稳定性及位移变化,综合不同靠帮角度以及内排跟进后的端帮边坡稳定性分析结果,确定了最佳的端帮边坡角为38°。分析结果表明:除533 m台阶外,其它台阶的开采均会导致边坡稳定性降低,内排作业的及时跟进对边坡稳定性具有显著的提高效果,当排土台阶达到492 m水平时,端帮边坡安全系数达到了1.42,满足安全需求。

       

      Abstract: To study the dynamic stability of the end-slope, reduce the mining area and save coal resources in the process of steep end-slope mining, according to the basic principles of geometry, the relationship between the forward distance of the lower step and the angle of the end-slope is analyzed. FLAC3D is used to establish the slope model and analyze the stability and displacement of the slope during the steep end-slope mining. Based on the analysis results of different steep end-slope mining slope angles and the slope stability after the inner-dumping, the best tip angle is determined to be 38°. The analysis results show that the mining of other steps will lead to the decrease of slope stability except for 533 m bench; the timely follow-up of the operation of inner-dumping has a significant effect on slope stability. When the inner-dumping reaches to 492 m bench, the safety factor of end-slope reaches to 1.42, it meets the safety demands.

       

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