龙潭嘴水电站坝肩稳定分析  

Stability Analysis of the Abutments in Longtanzui Hydropower Station

作　　者：黄继平 

机构地区：[1]湖北省水利水电规划勘测设计院,湖北武汉430064

出　　处：《水电与新能源》2015年第5期9-12,共4页Hydropower and New Energy

摘　　要：坝肩稳定是修建碾压混凝土拱坝需查清的主要工程地质问题。介绍了龙潭嘴电站坝址区工程地质条件,应用理论分析、试验研究等方法,论证了坝肩的稳定性,为设计提供了较为准确的地质资料,并提出了合理的处理措施。Stability of the abutments is the key geological issue in construction of the roller-compacted concrete arch dams.Following an introduction of the geological conditions for the dam site of the Longtanzui Hydropower Station, sta-bility of the dam abutments is analyzed with theoretical analysis and experimental study.Then, some reasonable treat-ment measures are proposed.

关 键 词：拱坝 坝肩稳定 张性断裂 

分 类 号：TV698.232[水利工程—水利水电工程]