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The Deformation and Failure Analysis of Rock Mass Around Tunnel by Coupling Finite Difference Method and Discrete Element Method

  • Feng HuangEmail author
  • Yi Wang
  • Yunbo Wen
  • Zhi Lin
  • Hehua Zhu
Original Paper
  • 58 Downloads

Abstract

The deformation and failure mechanics of the rock mass around tunnel after excavation are very important for design and construction. Simulation is always difficult when using either the finite difference method (FDM) or discrete element method (DEM). Consequently, a two-dimensional (2D) coupling analysis method was introduced by employing the commercial codes FLAC for FDM and PFC for DEM simultaneously. The developed 2D coupled method was applied to analyze the mechanical response of Tongluoshan tunnel which is the longest interval railway tunnel in China. By comparison with theoretical method, the displacement by numerical simulation shows good agreements with analytical equation for cases with different ground stress ratios. The reasonable dimension for DEM model should be 4 times of tunnel radius to assure reliable results in terms of efficiency and accuracy of calculation. Generally, the maximum of vertical displacement will increase according to the increase in stress ratio. Fracture of rock mass initiates and visible collapse of tunnel happens when ground stress is over 4 MPa (54% of uniaxial compressive strength) and 6 MPa (81% of uniaxial compressive strength), respectively. Both fracture and collapse predominantly concentrate above tunnel crown.

Keywords

Rock mass around tunnel Numerical simulation Multi-scale coupling Deformation and failure 

Notes

Acknowledgements

This work is supported by the National Natural Science Fund of China (No. 51308574), the special project of social and people’s livelihood from Chongqing Science and Technology Commission (cstc2016shmszx30009), the China Scholarship Council (No. 201608505105), the project of team construction plan of Chongqing College (CXTDX201601024) and the National Key R&D Program of China (Grant No. 2016YFC0802201).

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Copyright information

© Indian Geotechnical Society 2019

Authors and Affiliations

  • Feng Huang
    • 1
    Email author
  • Yi Wang
    • 1
  • Yunbo Wen
    • 1
  • Zhi Lin
    • 1
  • Hehua Zhu
    • 2
  1. 1.School of Civil EngineeringChongqing Jiaotong UniversityChongqingChina
  2. 2.College of Civil EngineeringTongji UniversityShanghaiChina

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