巴贡水电站工程厂房边坡F8断层稳定分析  

Stability analysis of F8 fault in powerhouse slope of Bakun hydropower project

作　　者：黄蔚萍[1] 

机构地区：[1]中国水电顾问集团西北勘测设计研究院,西安710065

出　　处：《西北水电》2011年第2期11-14,共4页Northwest Hydropower

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.

关 键 词：巴贡水电站 F8断层 厂房边坡 稳定分析 

分 类 号：TV223.3[水利工程—水工结构工程]