ISSN 2096-4498

   CN 44-1745/U

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

  • FENG Min ,
  • SUN Shao-Feng ,
  • LIN An-Ning ,
  • WANG Yong
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  • 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 date: 2010-01-04

  Revised date: 2010-03-12

  Online 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.

Cite this article

FENG Min , SUN Shao-Feng , LIN An-Ning , WANG Yong . Construction Technology for Shallowburied Wetsubsidence
Loess Tunnel Running underneath Residential Area[J]. Tunnel Construction, 2010
, 30(2) : 212 -215 . DOI: B

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