水文地质工程地质2000，Vol.27Issue(6)：39-41,3.
西藏满拉水利枢纽泄洪洞进口
高边坡稳定分析及处理
ENGLISH
金云弼 1崔贤淑 1卢秀凤1
作者信息
- 1. 水利部东北勘测设计研究院，长春 130062
- 折叠
摘要
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.关键词
满拉水利枢纽/泄洪洞/侧槽/喷锚/挂网Key words
Manla hydroelectric project/flood-discharge tunnel/side trough/shotcvete and anchorage/wire mesh分类
建筑与水利引用本文复制引用
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):39-41,3.
