摘要
详细论述了南欧江六级厂房后边坡的稳定计算分析。边坡失稳的防治是一项艰巨的任务,边坡的稳定性分析及处理对水电站工程尤为重要,南欧江六级电站厂房后边坡为顺层斜向坡,存在顺层滑动破坏的可能,边坡稳定条件差,通过计算,采用锚拉板对开挖边坡进行加固。
Slope failure prevention is a difficult task, analysis and treatment is particularly important for hydropower station slope stability, this paper discusses in detail the analysis and calculation of slope stability in NamOu-6 Hydropower Station.
出处
《云南水力发电》
2015年第3期40-41,91,共3页
Yunnan Water Power