露天坑充填治理过程边坡稳定性分析
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中国恩菲工程技术有限公司, 北京 100038

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尚晓明(1983—),男,山西平遥人,高级工程师,从事采矿工程设计工作。

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TD854

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Slope Stability Analysis of Open Pit Filling Treatment Process
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    摘要:

    某露天矿山由相邻的南、北两个露天坑构成,北露天坑设计最低开采水平为-350m,南露天坑设计最低开采水平为-50m,南露天坑计划一年后闭坑。为实现南露天坑的生态恢复,拟计划在南露天坑闭坑后进行尾砂胶结充填,为保证南露天坑充填后不影响北露天坑的正常安全生产,需要对露天坑充填治理过程的边坡进行稳定性分析。采用Geo-Studio软件对南露天坑充填前后的边坡稳定性进行了分析,并考虑充填护坡层厚度、堆排高度、地下水、地震荷载条件等不同工况,研究结果可为南露天坑充填治理及北露天坑安全生产提供依据。

    Abstract:

    An open pit mine is composed of two adjacent south and north open pits. The lowest mining level of the north open pit is -350m, and the south open pit is -50m, and the south open pit is planned to be closed after one year. In order to achieve the ecological restoration of the south open pit, it is planned to carry out the tailings cementation filling after the south open pit is closed. In order to ensure that the filling of the south open pit will not affect the normal and safe production of the north open pit, it is necessary to analyze the stability of the slope during the filling treatment of the open pit. Geo-Studio software is used to analyze the stability of the slope before and after the filling of the south open pit, and different working conditions such as the thickness of the filling revetment, the stacking height, groundwater, and seismic load conditions are considered. The research results can provide a basis for the filling treatment of the south open pit and the safety production of the north open pit.

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尚晓明,李文,谢盛青. 露天坑充填治理过程边坡稳定性分析[J].中国矿山工程,2023,52(2):33-39.

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  • 在线发布日期: 2025-12-24
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