摘要
在对会东铅锌矿露天采场南帮边坡临滑体区域进行工程地质调查的基础上，采用三维楔块体矢量分析法，对其稳定性进行了分析。据此设计并采取了预应力长锚索支护、混凝土挡墙及防治水等加固治理措施。经几年的监测和矿山生产，尤其是雨季的考验，证明该边坡治理是成功的。
Based on the engineering geology survey of the area with critical sliding rock blocks in the south opencast slope at Huidong lead zinc mine,a stability analysis on the sliding blocks was carried out by the 3 dimension wedge vector analysis method.Accordingly,the reinforcement measures such as long pre stressed cable bolting,concrete stopping and water control were taken.Through monitoring for several years and testing by mining operation,especially in rain season,it was proved that the control and treatment of slope was successful.
出处
《矿业研究与开发》
EI
CAS
1998年第5期7-10,共4页
Mining Research and Development
关键词
边坡加固
楔块体
铅锌矿
露天采场
滑坡体
Slope reinforcement, Wedge block, Vector analysis method, Monitoring
