摘要
象鼻岭水电站进水口边坡岩石破碎,局部呈现裂缝,为保证右岸进水口边坡稳定,在进水口边坡面布置了4排共计39根150T级预应力锚索进行加固处理。
The water inlet slope in Xiangbiling Hydropower Station appeared crack. In order to guarantee the stability of the right bank of the water inlet slope, set 39 bean pre-stressed anchor cable of 150T in four ranks to the water inlet slope.
出处
《贵州电力技术》
2014年第9期17-18,39,共3页
Guizhou Electric Power Technology
关键词
进水口
预应力锚索
施工技术
象鼻岭水电站
water inlet
pre-stressed anchor cable
construction technology
Xiangbiling Hydropower Station