ISSN 2096-4498

   CN 44-1745/U

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Construction Technology for Doubletrack Railway Tunnel  Passing underneath Debris Flow Gully with Shallow Cover:  Case Study on Yangjiaba Tunnel on LanzhouChongqing Railway

  • WU Guangming ,
  • CUI Xiaopeng
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  • (LanzhouChongqing Railway Project Management Department,  CCCC Second Highway Engineering Co., Ltd., Wudu 746000, Gansu, China)

Received date: 2013-03-22

  Revised date: 2013-06-25

  Online published: 2013-11-15

Abstract

DK376+238~+306 section of Yangjiaba tunnel on LanzhouChongqing railway passes underneath Yanligou debris flow gully under a shallow cover. If the tunnel section mentioned is constructed by mining method, incidents, such as crown collapse, mud burst and water burst, may occur. If the tunnel section mentioned is constructed by cut and cover method, incidents related to deep foundation pit may occur. A new tunnel construction method, which consists of open cut for the arch part, undercutting for the lower part and consolidation for the floor, is adopted so as to avoid the abovementioned incidents. In the end, the tunnel section is built successfully. The paper can provide reference for similar projects in the future.

Cite this article

WU Guangming , CUI Xiaopeng . Construction Technology for Doubletrack Railway Tunnel  Passing underneath Debris Flow Gully with Shallow Cover:  Case Study on Yangjiaba Tunnel on LanzhouChongqing Railway[J]. Tunnel Construction, 2013 , 33(11) : 956 -959 . DOI: 10.3973/j.issn.1672-741X.2013.11.011

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