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通过贵州石阡温泉大道滑坡的地质环境条件、地层特征及成因、评价、形态综合分析,采用折线滑动法对滑坡沿不同层面滑动的稳定性进行了计算,得出相应的稳定系数,提出了有效的滑坡治理措施。调查表明:位于斜坡地带的边坡,在工程施工、长时间暴雨冲刷等作用下,易使边坡体浅表层重量急剧增大,滑动面强度降低,易发生滑坡等地质灾害。
Based on the geological and environmental conditions, stratum characteristics and formation, evaluation and morphological analysis of landslides on Hotspring Boulevard in Shiqian, Guizhou Province, the stability of landslide sliding along different levels is calculated by means of polyline sliding method, and the corresponding stability coefficients are obtained. Landslide control measures. The investigation shows that under the action of engineering construction and heavy rainstorm, the slope located in the slope area tends to increase the weight of shallow surface of the slope body sharply, reduce the strength of the sliding surface and easily cause geological disasters such as landslide.