摘要
针对峡江水利枢纽工程11#泄水闸的设计变更方案进行闸基深层抗滑稳定分析,在抗滑稳定安全系数不满足规范要求的情况下,提出合理可行的加固方案,使其经加固后满足规范要求,以保证工程施工顺利进行.
Aimed at the design alteration of No.ll sluice gate in Xiajiang Hydro-junction Project, the sluice foundation on the stability against deep sliding was analyzed. A reasonable reinforcement scheme is proposed while the safety factor of stability a- gainst sliding don't satisfy the code requirement. The code requirement is satisfied after the reinforcement scheme was made. At last, the project is constructed successfully.
出处
《江西水利科技》
2014年第4期277-281,共5页
Jiangxi Hydraulic Science & Technology
关键词
峡江水利枢纽工程
抗滑稳定
泄水闸
安全系数
加固措施
Xiajiang Hydro-junction Project
Stability against slideing
Sluice gate
Safety factor
Reinforcement measure