摘要
马来西亚巴贡水电站装机容量2400MW,枢纽建筑物由面板堆石坝、电站进水口、引水隧洞、地面厂房和左岸溢洪道组成。文章主要采用刚体极限平衡理论,对厂房边坡由F8断层与6组节理可能组合的块体,进行稳定分析,提出建议的边坡加固措施。
Bakun hydropower project has an installed capacity of 2 400 MW,and the structures are composed of CFRD,power intake,headrace tunnel,ground powerhouse and left bank spillway.By use of the rigid body limit equilibrium theory,this paper analyzes the stability of powerhouse slope in case of possible blocks composed of F8 fault and 6 sets of joints,and recommends the slope reinforcement measures.
出处
《西北水电》
2011年第2期11-14,共4页
Northwest Hydropower
关键词
巴贡水电站
F8断层
厂房边坡
稳定分析
Bakun hydropower project
F8 fault
powerhouse slope
stability analysis
