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Author:

Zhang, Yin-Tao (Zhang, Yin-Tao.) | Tao, Lian-Jin (Tao, Lian-Jin.) (Scholars:陶连金) | Zhang, Fei-Jin (Zhang, Fei-Jin.) | Li, Xiao-Lin (Li, Xiao-Lin.)

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Abstract:

The metro tunnel of a newly constructed line that crosses underneath the tunnel of the existing line in Beijing has significant effects on the adjacent tunnels. Based on the FLAC numerical model and the stress release method, concerning on the settlement slot of the existing metro tunnel and steel tube pre-reinforced construction of the newly constructed line, the process of tunneling is simulated and the settlement of the influenced part of the existing line is obtained. The result is analyzed subsequently. The conclusions of this paper may help evaluate the security of the existing metro tunnel, control the construction process, and actualize the monitoring during tunneling.

Keyword:

Subsidence Construction Steel Stresses Tunnels

Author Community:

  • [ 1 ] [Zhang, Yin-Tao]College of Architecture and Civil Engineering, Beijing University of Technology, Beijing 100022, China
  • [ 2 ] [Tao, Lian-Jin]College of Architecture and Civil Engineering, Beijing University of Technology, Beijing 100022, China
  • [ 3 ] [Zhang, Fei-Jin]Hainan Highway Survey and Design Institute, Haikou 570206, China
  • [ 4 ] [Li, Xiao-Lin]Beijing Urban Engineering Design and Research Institute Co. Ltd., Beijing 100037, China

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Source :

Journal of Beijing University of Technology

ISSN: 0254-0037

Year: 2007

Issue: 12

Volume: 33

Page: 1273-1277

Cited Count:

WoS CC Cited Count: 0

SCOPUS Cited Count:

ESI Highly Cited Papers on the List: 0 Unfold All

WanFang Cited Count:

Chinese Cited Count:

30 Days PV: 1

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