|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
標題 |
大管棚超前支護環(huán)形開挖預(yù)留核心土三臺階隧道施工方法(49 卷) |
英文標題 |
Tunnel construction method of arc-shaped excavation and remained earth core and three benches with large-cross-section pipe shed forepoling |
摘要 |
以天馬山隧道V級(偏弱)圍巖施工為例,通過方案比選,提出了大管棚超前支護V級(偏弱)圍巖,環(huán)形開挖預(yù)留核心土三臺階工法施工技術(shù)。經(jīng)過論證,此方案安全可行,節(jié)省投資,進度加快,可為今后類似隧道的施工提供有益借鑒。 |
作者 |
新聞作者:唐朝松 |
關(guān)鍵字 |