ISSN 2096-4498

   CN 44-1745/U

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Tunnel Construction ›› 2016, Vol. 36 ›› Issue (12): 1512-1516.DOI: 10.3973/j.issn.1672-741X.2016.12.016

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Countermeasures for Failure of Shield Receiving of Xiqingdao StationNanyunhe Station Section on Line No. 6 of Tianjin Metro

LI Hai, ZHU Changsong*   

  1. (China Railway Tunnel Stock Co., Ltd., Zhengzhou 450003, Henan, China)
  • Received:2016-02-01 Revised:2016-07-18 Online:2016-12-20 Published:2016-12-30

Abstract:

The stopping of water leakage and slurry leakage of shield receiving shaft are very important and difficult. A series of technologies, i.e. filling of opencut tunnel, grouting in tunnel, polyurethane filling for main tunnel structure and tunnel portal freezing, have been adopted in water leakage stopping of shield receiving shaft of Xiqingdao StationNanyunhe Station section on Line No. 6 of Tianjin Metro. The construction results show that the abovementioned technologies are feasible and effective.

Key words: earth pressure balance shield, shield receiving, water leakage of shield receiving shaft, water leakage stopping

CLC Number: