ISSN 2096-4498

   CN 44-1745/U

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Tunnel Construction ›› 2009, Vol. 29 ›› Issue (增刊2): 148-152,170.DOI: B

• wenzhang • Previous Articles     Next Articles

Fullface Pregrouting to Control Sudden Water Gushing in
Steep Inclined Shaft of Heluoshan Tunnel

ZHOU Guolong   

  1. The 2nd Engineering Co., Ltd. of China Railway Tunnel Group, Yanjiao 065201, Hebei
  • Received:2009-06-29 Revised:2009-09-16 Online:2009-09-30 Published:2010-01-04

Abstract:

 Heluoshan tunnel, one of the control works on DaliLijiang railway, has such geological disasters as water and mud gushing. The principle of "taking water sealing as dominant measure and releasing the water with limitation" is determined on basis of the actual situation of the sudden water gushing in one steep inclined shaft of Heluoshan tunnel. Detailed technical parameters and methods of fullface pregrouting are established and adopted and satisfactory effects are achieved. The details of the fullface pregrouting are presented in the paper, which can provide reference for similar projects in the future.

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