|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
2009年04 期
| 標題 |
| 錨索板加固土質(zhì)路塹邊坡的施工技術(shù)(49 卷) |
| 英文標題 |
| Construction technique on reinforcing of sideslope of soil-cut using anchor slab |
| 摘要 |
| 黔桂鐵路擴能改造工程DK122+720～DK122+800段，為邊坡高度30 m的路塹，在施作錨桿框架梁護坡后，因錨桿長度不夠造成坡體下滑，經(jīng)論證決定加設(shè)錨索(索外通過錨墊板錨固)進行再防護。重點介紹了鉆孔錨索制作、安裝、注漿以及張拉、錨固等技術(shù)要點。 |
| 作者 |
| 新聞作者:馬興升 |
| 關(guān)鍵字 |
