Affiliations: [a] State Key Laboratory of Mechanical Behavior and System Safety of Traffic Engineering Structures, Shijiazhug Tiedao University, Shijiazhuang, China
| [b]
State Key Laboratory for Track Technology of High-Speed Railway, China Academy of Railway Sciences, China
| [c]
Hebei Province Technical Innovation Center of Safe and Effective Mining of Metal Mines, China
Correspondence:
[*]
Corresponding author. Zhichun Fang, School of Civil Engineering, Shijiazhuang Tiedao University, E-mail: fangzhichun777@126.com.
Abstract: The construction of tunnels is often long and deep buried tunnels, and the geological conditions are more complex. Based on Jianshan tunnel in Gansu Province, the special geological conditions such as high ground stress and weak interbedded surrounding rock make the excavation of tunnel easy to produce large deformation. In this article, the software finite difference software FLAC3D was used to establish numerical models and select the best construction method by comparing the deformation of the tunnel under different construction methods. Aiming at the deformation characteristics of soft rock tunnels in highland interbedded layers, the control measures of tunnel deformation are discussed. Mainly consider the two aspects of the bolt support plan and the second lining construction time, comprehensively compare the deformation characteristics of the tunnel, and select the best working condition. The research results show that the combination of three-step temporary invert method and three-step ultra short bench method is recommended for the tunnel construction; when the bench length is 4 m, the deformation control effect of the tunnel is the best; by improving the length and angle of the anchor rod, the deformation of the tunnel can also be well controlled.
Keywords: High ground stress, interbedded soft rock, construction technology, deformation control
