ISSN 2096-4498

   CN 44-1745/U

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Tunnel Construction ›› 2013, Vol. 33 ›› Issue (5): 354-361.DOI: 103973/jissn1672-741X201305004

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Construction Monitoring and Numerical Simulation Analysis of the First Metro Entrance/exit Tunnel Constructed by Rectangular Pipe Jacking Method in Wuhan

CHEN Cong1, ZHENG Xinding2, CHEN Yangxun2, WANG Chao2, ZHONG Shihua3, HE Bin3   

  1. (1 Wuhan Metro Group Co, Ltd, Wuhan 430030, Hubei, China; 2 China Railway Tunnel Survey & Design Institute Co, Ltd, Tianjin 300133, China; 3 China Railway No 5 Bureau Group Co, Ltd, Changsha 410117, Hunan, China)
  • Received:2013-01-31 Revised:2013-03-26 Online:2013-05-20 Published:2013-05-16

Abstract:

No 4 entrance/exit tunnel of Wangjiadun East station on Line 2 of Wuhan Metro is the first tunnel in Wuhan that has been built by rectangular pipe jacking method The authors analyze the influence on the surrounding environment and the ground displacement laws imposed by tunneling by rectangular pipe jacking method by means of field monitoring and threedimensional numerical simulation, with the construction of No 4 entrance/exit tunnel of Wangjiadun East station as an example. Conclusions drawn are as follows: 1) The final ground surface settlement is proportional to the excavation timing of the corresponding crosssection; 2) Ground surface heaving occurs in front of the face of the pipe jacking machine, while ground surface settlement occurs behind the face of the pipe jacking machine; 3) The ground surface settlement decreases as the distance from the rectangular pipe jacking axis increases, and the range of the influence is about 3 times of the tunnel diameter

Key words: rectangular pipe jacking, monitoring during construction, numerical simulation, Metro works, entrance/exit tunnel