摘要
文中阐述了下盘边坡岩体结构特征,对开采终了时总体边坡的破坏模式进行了综合分析,并判定为双平面滑动类型。
This paper states the reck mass structural characteristics of the foot wall slope in Shirengou open pit mine. It gives a synthetic analysis of the general slope failure mode at the end of the mining process. Finally it affirms that the failure mode will be of the double-plane slide type.
出处
《勘察科学技术》
1991年第1期15-18,共4页
Site Investigation Science and Technology
