大断面黄土隧道台阶法双层支护技术

李国良,宋冶,李雷,王新东,李波

中国工程科学 ›› 2014, Vol. 16 ›› Issue (8) : 54 -63.

PDF (6837KB)
中国工程科学 ›› 2014, Vol. 16 ›› Issue (8) : 54 -63.

大断面黄土隧道台阶法双层支护技术

    李国良()1、宋冶2、李雷1、王新东1、李波2

作者信息 +

Double-layer Support Technology of Large-section Loess TunnelBy Benching Method

    Li Guoliang1、Song Ye2、Li Lei1、Wang Xindong1、Li Bo2

Author information +
文章历史 +
PDF (7001K)

摘要

依托郑西高铁高桥隧道小角度下穿既有南同蒲铁路施工实践,通过试验研究取得大断面黄土隧道台阶法双层支护体系的力学特性及施工技术关键,在砂质新黄土条件下成功解决埋深仅11 m的下穿运营铁路的超大断面(171 m2)隧道施工,对类似工程的设计与施工具有重要参考价值。

Abstract

Relying on the construction under crossing the existed south Tongpu Railway with a small included angle at Gaoqiao tunnel of Zhengzhou-Xi’an high speed rail, carrying out the test and study, the mechanical characteristics and key construction techniques of the double-layer support system of large-section loess tunnels by benching method are acquired. It successfully resolved the construction difficulties of super-large-section tunnel (171m2) under crossing the operating railway in the depth of only 11m under sandy neoloess, thus to have the significant reference for the design and construction of the similar engineering.

关键词

大断面黄土隧道 / 台阶法 / 双层支护 / 下穿

Key words

large-section loess tunnel / benching method / double-layer support / under crossing

引用本文

引用格式 ▾
大断面黄土隧道台阶法双层支护技术[J]. 中国工程科学, 2014, 16(8): 54-63 DOI:

登录浏览全文

4963

注册一个新账户 忘记密码

参考文献

AI Summary AI Mindmap
PDF (6837KB)

1714

访问

0

被引

详细

导航
相关文章

AI思维导图

/