| 高岭头二级水电站厂房后边坡治理 |
| |
| 引用本文： | 卢浩明,章松伟.高岭头二级水电站厂房后边坡治理[J].山西建筑,2009,35(20):101-103. |
| |
| 作者姓名： | 卢浩明 章松伟 |
| |
| 作者单位： | 浙江省水利水电勘测设计院,浙江,杭州,310002 |
| |
| 摘 要： | 介绍了高岭头二级水电站厂房后边坡的概况，分析了边坡的工程地质条件，探讨了边坡工程存在的问题，提出了边坡的综合治理措施，提高了边坡的整体稳定性，积累了边坡整治经验。
|
| 关 键 词： | 地质构造 夹层 地下水压力 排水洞 |
Handling of back slide slope of workshop in Gaolingtou secondary hydropower station |
| |
| LU Hao-ming,ZHANG Song-wei.Handling of back slide slope of workshop in Gaolingtou secondary hydropower station[J].Shanxi Architecture,2009,35(20):101-103. |
| |
| Authors: | LU Hao-ming ZHANG Song-wei |
| |
| Affiliation: | LU Hao-ming, ZHANG Song-wei |
| |
| Abstract: | The paper introduces situation of back slide slope of workshop in Gaolingtou seoondary hydropower station, analyzes geological situa-tion of the slide slope, it discusses problems of slide slope engineering and proposes general handling measures of it, thus improves the entire stability of the slide slope and accumulates experiences for renovating of slide slope. |
| |
| Keywords: | geological structure interlayer underground water pressure draining hole |
| 本文献已被 维普 万方数据 等数据库收录！ |
