| 李家峡水电站Ⅲ号滑坡体预应力锚索施工 |
| |
| 引用本文： | 庞占鳌,雷浪法. 李家峡水电站Ⅲ号滑坡体预应力锚索施工[J]. 电网与水力发电进展, 1997, 0(1) |
| |
| 作者姓名： | 庞占鳌 雷浪法 |
| |
| 作者单位： | 陕西省水电工程局!西安，710068，陕西省水电工程局!西安，710068 |
| |
| 摘 要： | 李家峡水电站位于黄河上游青海省境内，设计坝高155m，为混凝土双曲拱装机容量5×40MW，李家峡水电站发电厂房下游左岸，为大面积滑坡体，方量约2．48Mm3，简称Ⅲ号滑坡体。为了稳定边坡，保证水电站的安全运行，对Ⅲ号滑坡体进行预应力锚固综合处理。
|
| 关 键 词： | 滑坡体 预应力锚索 施工 李家峡水电站 |
The Construction of Prestressing Anchor Line for Landslide Body No. 3 at Li Jiaxia Hydropower Station |
| |
| Pang Zhanao, Lei Langfa. The Construction of Prestressing Anchor Line for Landslide Body No. 3 at Li Jiaxia Hydropower Station[J]. Advance of Power System & Hydroelectric Engineering, 1997, 0(1) |
| |
| Authors: | Pang Zhanao Lei Langfa |
| |
| Affiliation: | Shaanxi Provincial Bureau of Water and Electrical Engineering |
| |
| Abstract: | |
| |
| Keywords: | Landslide body Prestressing anchor line Construction Li Jiaxia Hydropower Station |
| 本文献已被 CNKI 等数据库收录！ |
