ISSN 2096-4498

   CN 44-1745/U

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Tunnel Construction ›› 2007, Vol. 27 ›› Issue (4): 43-47.DOI: B

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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

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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