摘要
作者以丰山铜矿露天边坡的工程地质调查和岩石力学参数试验为基础,对滑坡原因作了调查分析,进行了边坡稳定性计算和评价,对滑坡区段提出了整治措施。
On the basis of the engineering geologic survey and the rock mechanics parameter test of open pit slope in Fengshan Copper Mine, the author analyzed the causes of slope-sliding, calculated and evaluated the slope stability, and put forward measures for controlling the slope-sliding zone.
