柬埔寨王国斯登沃代一级电站厂房坝段深层抗滑稳定分析  

Deep Sliding Stability Analysis on Powerhouse of the First Cascade Station of Stung Atay Hydropower Project in the Kingdom of Cambodia

作　　者：望燕慧[1] 张松涛 

机构地区：[1]广西电力工业勘察设计研究院,广西南宁530023 [2]广西右江水利开发有限责任公司,广西南宁530028

出　　处：《红水河》2011年第4期45-48,58,共5页Hongshui River

摘　　要：对柬埔寨王国斯登沃代水电站工程一级电站厂房坝段深层抗滑稳定进行分析,对坝基以下存在的滑动面按双滑面进行计算,在采取混凝土抗滑齿墙处理措施后坝段的深层抗滑稳定满足规范要求。Deep sliding stability analysis on powerhouse of the first cascade station of Stung Atay Hydropower Project is made by double slipping surface method, and the stability safety factor under dam foundation surface is calculated. After concrete toe wall is built,＇ the deep stability safety factor against sliding meets standard.

关 键 词：重力坝 深层抗滑 双滑面 齿墙 柬埔寨王国斯登沃代水电站 

分 类 号：TV31[水利工程—水工结构工程]