摘要
以永平铜矿滑坡段工程地质条件为依据,对滑坡的受力变形机制进行了分析;在滑坡破坏模式分析和稳定性计算的基础上,提出了以钢轨抗滑桩为主,配合挡墙、钢筋混凝土结构及浆砌护坡、预应力长锚索、防排水及减震措施等的综合治理方案。
Based on the engineering geology of slip slope section in Yong-ping copper mine, the deformation mechanism of loaded slope is analyzed. Discussion on slope failure mode and stability computation has led ta a comprehensive slope control program which mainly consists of anti-slip rail stakes and also includes retaining walls, reinforced concrete structure , cementation protection walls, reinforced cable bolts, flood control and drainage, as well as blast vibration absorption measures.
关键词
铜矿
滑坡
岩体结构
治理
Slope slip, Rockmass structure, Stability analysis, Slip control
