摘要
系统介绍了圆梁山隧道DK352+775~DK353+275深埋软岩段开挖、支护施工过程中采用的技术措施,在开挖爆破、超挖控制、洞身稳定、初期支护、安全防护等方面进行了理论联系实际的探讨,为类似工程施工提供了可借鉴的经验.
This article introduces the technical measures taken in the excavation and reinforcement of the deep-buried soft section of Yuanliangshan tunnel (DK352 +775 - DK353 + 275) and discusses on such matters as excavation blasting, overbreak control, tunnel stability, primary reinforcement and safety protection, which can provide reference for similar works in the future.
出处
《隧道建设》
2005年第6期44-46,共3页
Tunnel Construction
关键词
深埋软岩段
施工
技术探讨
deep-buffed soft section
construction
technology