ISSN 2096-4498

   CN 44-1745/U

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Tunnel Construction ›› 2010, Vol. 30 ›› Issue (2): 212-215.DOI: B

• wenzhang • Previous Articles     Next Articles

Construction Technology for Shallowburied Wetsubsidence
Loess Tunnel Running underneath Residential Area

FENG Min1, SUN Shao-Feng2, LIN An-Ning2, WANG Yong2   

  1. 1. LanzhouChongqing Railway Project Headquarters of China Railway 19th
    Bureau Group, Dingxi 743001, Gansu, China;
    2. LanzhouChongqing Railway Co., Ltd., Lanzhou 730050, China
  • Received:2010-01-04 Revised:2010-03-12 Online:2010-04-20 Published:2010-05-25

Abstract:

The exit section of Heishan tunnel on LanzhouChongqing railway runs in wet subsidence loess and beneath residential area with shallow cover. Advance reinforcement by mediumdiameter pipe roof and smalldiameter pipes, excavation by double side drift method, reinforcement by closelyspaced steel ribs, monitoring and reinforcement parameters adjustment, as well as assistant primary reinforcement such as cooperated arch and castinsitu C45 concrete and arch foot anchoring pipes, are executed. In the end, the tunnel passes underneath the residential area successfully.

Key words: tunnel in wet subsidence loess, shallow cover, tunneling underneath residential area, medium diameter pipe roof, advance reinforcement by small diameter pipes

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