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隧道建设(中英文) ›› 2007, Vol. 27 ›› Issue (4): 43-47.DOI: B

• 施工技术 • 上一篇    下一篇

乌鞘岭隧道岭脊段控制千枚岩大变形快速施工

周乾刚, 方俊波   

  1. 1.中铁隧道集团有限公司2.中铁隧道集团有限公司洛阳科学技术研究所
  • 收稿日期:2007-05-10 修回日期:2007-05-28 出版日期:2007-08-20 发布日期:2009-12-04
  • 作者简介:周乾刚(1952-)|男|四川人|中铁隧道集团乌鞘岭隧道指挥部指挥长|主要从事隧道及地下工程施工及管理工作。

Rapid Tunnel Construction Technology to Control Huge Deformation of
Phyllite Ground: Case Study on Ridge Section of Wushaoling Tunnel

ZHOU Gan-Gang, FANG Dun-Bei   

  1. 1. China Railway Tunnel Group Co., Ltd. 2. Luoyang Research Institute of Science &|Technology, China Railway Tunnel Group Co., Ltd.
  • Received:2007-05-10 Revised:2007-05-28 Online:2007-08-20 Published:2009-12-04

摘要:

 针对乌鞘岭隧道岭脊段高地应力千枚岩大变形,通过对施工方案不断优化,对施工工艺不断改进,并制定各工序标准耗时,同时进行严格的施工组织管理,得到了在高地应力条件下能较好控制软岩(千枚岩)大变形的一整套快速施工技术。着重介绍了乌鞘岭隧道岭脊段控制千枚岩大变形的快速施工指导思想、施工方法、施工工序、各工序标准耗时及各工序间距控制标准。

关键词:  , 隧道千枚岩大变形快速施工工序

Abstract:

In order to cope with the huge deformation of the highlystressed phyllite ground in the ridge section of Wushaoling tunnel, the construction program is constantly optimized, the construction technology is persistently improved, standard time duration is determined for each construction step and strict construction organization management is performed. In this way, a complete set of rapid construction technology is established, by means of which the huge deformation of the soft phyllite ground under high stress conditions can be effectively controlled. The guiding principles, construction methods, construction steps, standard time duration of each construction step and standard distances between various construction steps taken for the rapid construction of the ridge section of Wushaoling tunnel to control the huge deformation of the phyllite ground are presented in the paper.

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