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.
出处
《红水河》
2011年第4期45-48,58,共5页
Hongshui River
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
gravity dam
deep sliding stability
double slipping surface
toe wall
Cambodia Stung Atay Hydropower Project
