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本文针对峨眉石灰石矿西采区滑坡体的具体条件,进行了室内和现场的岩石力学强度测定,并用换算公式、反算法和经验数据对比,确定其强度指标,然后进行边坡稳定性分析和计算。计算剖面的选择主要依据边坡工程地质特征、滑坡性质、滑坡规模、滑坡体几何形态、整治滑坡体的需要等确定。最后提出了几点着法。
In this paper, according to the specific conditions of landslide body in the west mining area of limestone mine in Emei City, the rock mechanics strength of indoor and field is determined. The intensity index of the landslide body is determined by the conversion formula, inverse method and empirical data, and then the slope stability analysis and calculation . The choice of calculation profile is mainly based on the engineering geological characteristics of the slope, the nature of the landslide, the scale of the landslide, the geometry of the landslide body and the need of remediation of the landslide body. Finally proposed a few ways.