Analysis of rock slope stability of open pit on the basis of Limit Equilibrium Method

摘要：

To analyze the rock slope stability of open pit, limit equilibrium theory is used and the safety factor of slope stability is calculated by Geo-slope software. Then, the region where local instability or overall instability may occur is determined. Finally, some optimization plans and appropriate protective measures are suggested, providing a theoretical basis for engineering practice.

关键词： limit equilibrium method slope stability safety factor open pit

作者: Wang Jun Ji Hongguang

作者单位: Key Laboratory of the Ministry of Education of China for High-Efficient Mining and Safety of Metal M Key Laboratory of the Ministry of Education of China for High-Efficient Mining and Safety of Metal M

会议类型: 国际会议

会议名称: 2012 International Conference on Electric Technology and Civil Engineering(2012 电子技术与土木工程国际会议 ICETCE 2012)

会议地点: 三峡

会议语种:英文

页码: 1374-1377

在线出版日期: 2012-05-18（万方平台首次上网日期，不代表论文的发表时间）