ISSN 2096-4498

   CN 44-1745/U

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Tunnel Construction ›› 2014, Vol. 34 ›› Issue (增刊): 129-134.DOI: 10.3973/j.issn.1672-741X.2014.S.021

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Analysis on Monitoring and Numerical Simulation of Tunnel Surrounding Rocks of Different Grades

ZHANG Liren1,2, ZHANG Youliang1,2, TAN Fei1,2, LIU Dengxue1,2   

  1. (1. Institute of Rock and Soil Mechanics, Chinese Academy of Science, Wuhan 430071, Hubei, China; 2. State Key Laboratory of Geomechanics and Geotechnical Engineering, Wuhan 430071, Hubei, China)
  • Received:2014-04-24 Revised:2014-05-10 Online:2014-08-15 Published:2014-08-11

Abstract:

The ground surface settlement, convergence and crown settlement of Xiaoxun tunnel Guzhu expressway is monitored and analyzed in accordance with the characteristics of the surrounding rocks of different grades. The basic law of the timedependent curves and longitudinal distribution curves of the deformation of surrounding rocks of different grades are discussed. The excavation process of the tunnel in surrounding rocks of different grades is simulated by means of finite element software ABAQUS, and the influence of the surrounding rock grades on the stability of the surrounding rocks of the tunnel is analyzed by considering the numerical simulation results and the field monitoring data. The study results show that the higher the grade of the surrounding rocks is, the larger the ground surface settlement and the tunnel deformation during tunnel excavation will be, and the longer time it will take for the deformation to become stable.

Key words: tunnel, surrounding rock grade, monitoring, numerical simulation

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