| 草峪岭隧洞出口段混凝土裂缝渗水处理 |
| |
| 引用本文： | 程国旗.草峪岭隧洞出口段混凝土裂缝渗水处理[J].山西水利科技,2004(2):29-30. |
| |
| 作者姓名： | 程国旗 |
| |
| 作者单位： | 水利部山西水利水电勘测设计研究院 |
| |
| 摘 要： | 草峪岭隧洞工程是临汾沁河灌区输水的“咽喉工程”，长19．4km。文中概述了草峪岭隧洞的工程、地质概况，针对草峪岭隧洞出口标段裂缝渗水问题，分析其成因。提出了具体的处理措施，通过处理，达到了预期效果。
|
| 关 键 词： | 草峪岭隧洞 混凝土 裂缝 渗水 灌浆 |
| 文章编号： | 1006-8139(2004)02-29-02 |
| 修稿时间： | 2003年11月26 |
The Anti -seepage Treatment for Concrete Cracks in Outlet Section of Caoyulin Tunnel |
| |
| Cheng Guoqi.The Anti -seepage Treatment for Concrete Cracks in Outlet Section of Caoyulin Tunnel[J].Shanxi Hydrotechnics,2004(2):29-30. |
| |
| Authors: | Cheng Guoqi |
| |
| Affiliation: | Cheng Guoqi |
| |
| Abstract: | Caoyuling tunnel project is the key work in the water delivery project of Qinhe Irrigation District,Linfen.The length of this tunnel is 19.4 km.The geology conditions of Caoyuling and the problems of the seepage cracks are generalized.The formation reasons of these cracks are analyzed.The relative treatment measures are put forward.By the treatment,the expectable effects are met. |
| |
| Keywords: | Caoyuling tunnel crack seepage grouting |
| 本文献已被 CNKI 维普 万方数据 等数据库收录！ |
