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Stability analysis of an open pit slope in a chromite mine

机译:铬铁矿矿井露天坡的稳定性分析

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In this paper the stability analysis of an open pit slope of chromite mine in Odisha state, India has been evaluated with a present working depth of 147 m with 280 overall slope angle to deepening the pit to 182 m under critical geometrical conditions like limitation of area, and having two active internal dumps with a distance of 25 m from pit in north and south directions. The mine having 19 benches with a height and width of 8 m each, and the bench angle is less than 800 from horizontal. Open pit slope stability analysis has been performed using FLAC/SLOPE of numerical modeling technique. Thus by studying the factor of safety, the stability analysis of pit slope has been evaluated and suggestions based on the geotechnical studies and numerical analysis has been presented.
机译:在本文中,印度铬铁矿矿山露天坑坡坡稳定性分析,在临界几何条件下,在147米的目前的工作深度为147米,在临界几何条件下深化坑至182米,并在北部和南方方向距离距离坑25米的两个活跃的内部倾倒。该矿井具有19个长凳,每个高度和宽度为8米,卧位角度小于水平的800。使用FLAC /斜率进行了敞开的凹坑斜率稳定性分析。因此,通过研究安全因素,已经评估了坑坡的稳定性分析,并提出了基于岩土学研究的建议和数值分析。

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