| 金鸡滩水利枢纽高边坡塌滑及其整治 |
| |
| 引用本文： | 苏锦豪,何善国,卢建集,张任芬. 金鸡滩水利枢纽高边坡塌滑及其整治[J]. 广西水利水电, 2008, 0(3): 57-60 |
| |
| 作者姓名： | 苏锦豪 何善国 卢建集 张任芬 |
| |
| 作者单位： | 广西南宁水利电力设计院,南宁,530001 |
| |
| 摘 要： | 介绍了金鸡滩水利枢纽工程的基本情况,分析了该工程船闸高边坡塌滑的成因及稳定性,比较了治理设计的削坡方案和锚杆方案,并论述了削坡处理后边坡的支护结构及布置。
|
| 关 键 词： | 高边坡整治 塌滑 削坡 锚杆 金鸡滩水利枢纽 |
Sliding failure and repair of high bank slope for Jinjitan Hydraulic Complex |
| |
| SU Jin-hao,HE Shan-guo,LU Jian-ji,ZHANG Ren-fen. Sliding failure and repair of high bank slope for Jinjitan Hydraulic Complex[J]. Gx Water Resources & Hydropower Engineering, 2008, 0(3): 57-60 |
| |
| Authors: | SU Jin-hao HE Shan-guo LU Jian-ji ZHANG Ren-fen |
| |
| Abstract: | Based on a brief introduction of the Jinjitan Hydraulic Complex,the authors analyzed the causes for the sliding failure of high bank slope at shiplock and the stability,compared two repairing alternatives,i.e.scaling alternative and anchorage bar alternative,and discussed the supporting structure and arrangement of bank slope after scaling. |
| |
| Keywords: | Repair of high bank slope sliding failure scaling anchorage bar Jinjitan Hydraulic Complex |
| 本文献已被 CNKI 维普 万方数据 等数据库收录！ |
|
