| 西藏满拉水利枢纽泄洪洞进口高边坡稳定分析及处理 |
| |
| 引用本文： | 金云弼,崔贤淑,卢秀凤.西藏满拉水利枢纽泄洪洞进口高边坡稳定分析及处理[J].水文地质工程地质,2000,27(6):39-41. |
| |
| 作者姓名： | 金云弼 崔贤淑 卢秀凤 |
| |
| 作者单位： | 水利部东北勘测设计研究院，长春 130062 |
| |
| 摘 要： | 西藏满拉水利枢纽泄洪洞进口边坡高度６０～１００ｍ，地质条件较复杂，断层及顺坡向节理均较发育，岩体完整性较差，在边坡加固处理中要用挡墙、喷锚、挂网喷锚、锚索等。从而达到了稳定边坡的目的。
|
| 关 键 词： | 水利枢纽 泄洪洞 喷锚 挂网 边坡 稳定性 挡墙 |
| 文章编号： | 1000-3665(2000)06-0039-03 |
| 修稿时间： | 2000年1月31日 |
ENGLISH |
| |
| Abstract.ENGLISH[J].Hydrogeology and Engineering Geology,2000,27(6):39-41. |
| |
| Authors: | Abstract |
| |
| Abstract: | The slope, whose height is 60～100m, is located at the inlet of flood discharge tunnel, Manla hydroiunction, Tibet. Geological condition of the slope is complex and rockmass intergrity of the slope is poor. There are some faults and joints parallel with the slope surface.Several Support treatments have been made, such as retaining wall, shotcrete and anchorage, wire mesh and cable anchorage. Now the slope is stabilized. |
| |
| Keywords: | Manla hydroelectric project flood-discharge tunnel side trough shotcvete and anchorage wire mesh |
| 本文献已被 维普 万方数据 等数据库收录！ |
|
