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作者:

Tao, Lian-Jin (Tao, Lian-Jin.) (学者:陶连金) | Zhang, Yin-Tao (Zhang, Yin-Tao.) | Wang, Fa (Wang, Fa.) | Wei, Guang-Yuan (Wei, Guang-Yuan.)

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摘要:

Based on the Fast Lagrangian Analysis of Continua (FLAC) method, shield tunnelling can be simulated by using the gap model (GM) and the stress release model (SRM); each model is proposed to be depicted using two independent parameters in which the GM adopts ground loss (ls), displacement offset (de) and the SRM adopts the average stress release ratio (Sm), uneven stress release ratio (Su). According to the typical observed data, distribution characteristics of model parameters are analyzed. Conclusions are drawn as follows: 1) For the GM, after the comparison of the fitting results of different de with observed data, the proper magnitude of de lies in the section of 0.8∼0.9; 2) Based on the fitting results of 224 cases of different stress release parameters and the results of the GM, it can be seen that Sm decreases at first and then increases with the increase of ratio of H/D, where H is the tunnel depth and D is the tunnel diameter; at the same time, Su continually decreases. Finally, under the condition of the same H/D, the Sm steadily decreases as D increases. The results may be helpful to estimate proper parameters for numerical analysis of shield tunnelling.

关键词:

Tunneling (excavation) Geomechanics Numerical methods

作者机构:

  • [ 1 ] [Tao, Lian-Jin]Dept. of Civil Engineering, Beijing University of Technology, Beijing, China
  • [ 2 ] [Zhang, Yin-Tao]China Airport Construction Group Corporation of CA, Beijing, China
  • [ 3 ] [Wang, Fa]BGI Engineering Consultants Ltd., Beijing, China
  • [ 4 ] [Wei, Guang-Yuan]Dept. of Civil Engineering, Beijing University of Technology, Beijing, China

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年份: 2008

卷: 6

页码: 4206-4211

语种: 英文

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