Paper Title:
The Research on Shallow Tunnels Construction Technology
  Abstract

By using the numerical analysis method as the test means, this paper simulated and studied the main factors of ground loss which was caused by the full face excavation of shallow tunnels. The results of the numerical experimentation make clear that: in the same conditions, the inverted arch reinforcement is more effective than the vault reinforcement, the advanced reinforcement of inverted arch is more effective than Radial reinforcement of that, and the vault reinforcement doesn’t work or the effect isn’t obvious.

  Info
Periodical
Advanced Materials Research (Volumes 368-373)
Chapter
Chapter 6: Geotechnical Engineering and Underground Space Structure
Edited by
Qing Yang, Li Hua Zhu, Jing Jing He, Zeng Feng Yan and Rui Ren
Pages
2945-2948
DOI
10.4028/www.scientific.net/AMR.368-373.2945
Citation
F. W. Pan, "The Research on Shallow Tunnels Construction Technology", Advanced Materials Research, Vols. 368-373, pp. 2945-2948, 2012
Online since
October 2011
Authors
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Price
$32.00
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