王胜, 赵雪. 排土场边坡增高方案比选及稳定性研究[J]. 煤矿安全, 2015, 46(12): 54-56.
    引用本文: 王胜, 赵雪. 排土场边坡增高方案比选及稳定性研究[J]. 煤矿安全, 2015, 46(12): 54-56.
    WANG Sheng, ZHAO Xue. Increased Scheme Comparison and Stability Study on Dump Slope[J]. Safety in Coal Mines, 2015, 46(12): 54-56.
    Citation: WANG Sheng, ZHAO Xue. Increased Scheme Comparison and Stability Study on Dump Slope[J]. Safety in Coal Mines, 2015, 46(12): 54-56.

    排土场边坡增高方案比选及稳定性研究

    Increased Scheme Comparison and Stability Study on Dump Slope

    • 摘要: 以黑岱沟排土场增高扩容工程为依托,通过现场勘探及实验建立岩土体物理力学评价体系,并结合有限元分析现状边坡变形演化规律,得出该排土场潜在破坏模式为“坐落滑移式”。在此基础上提出2种增高方案,经比选后,建议选取方案Ⅱ,即从1260平盘增高2个台阶至1290平盘,1260平盘宽度40 m,1275平盘宽度20 m。最后通过Morgenstern-Price法分析边坡稳定性,进而确定排土场边坡单台阶边坡角为38°。

       

      Abstract: Taking Haerwusu Coal Mine as an engineering background, this study built a geotechnical property evaluation system, according to the exploration results. In addition, finite element method was also used in this study to analyze the deformation law and potential failure pattern. Two methods of heightening Heidaigou Rock Waste Dump were made, basing on the above research. After comparing, the second method was chosen, in which another two benches were built on 1260 bench to 1290 in section JS1. After that, we kept the width of 1260 bench as 40 m and the width of 1275 bench as 20 m. Morgenstern-Price method was also used to analyze the stability of the risen rock waste dump to make sure the safe and efficient production in Haerwusu Coal Mine.

       

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