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Volume 41 Issue 7
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SUN Yan-jun, YANG Jun-sheng, LUO Jing-jing, ZHENG Xiang-cou, YANG Feng. Stability and mesh-like collapse mechanism of tunnel face[J]. Chinese Journal of Geotechnical Engineering, 2019, 41(7): 1374-1380. DOI: 10.11779/CJGE201907024
Citation: SUN Yan-jun, YANG Jun-sheng, LUO Jing-jing, ZHENG Xiang-cou, YANG Feng. Stability and mesh-like collapse mechanism of tunnel face[J]. Chinese Journal of Geotechnical Engineering, 2019, 41(7): 1374-1380. DOI: 10.11779/CJGE201907024
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Stability and mesh-like collapse mechanism of tunnel face

  • 1. School of Civil Engineering, Central South University, Changsha 410075, China;
    2. Hunan Expressway Construction and Development Co., Ltd., Changsha 410001, China;
    3. Key Laboratory of Engineering Structure of Heavy Railway, Ministry of Education, Changsha 410075, China;
    4. Faculty of Civil Engineering and Geosciences, Delft University of Technology, Delft, Netherlands

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  • Received Date: May 01, 2018
  • Published Date: July 24, 2019
    Graphical Abstract
    • Abstract
  • The stability and collapse mechanism of tunnel faces are simplified conservatively to two-dimensional plane strain models along the longitudinal middle line of tunnel. Using the upper bound finite element method with rigid translatory moving element (UBFEM-RTME), a series of stability factors Ncr and collapse mechanisms displayed with active discontinuities are deduced. The influences of dimensionless buried depth ratio H/D, internal friction angle φ and dilatancy angle ψ on the variations of Ncr and mesh-like collapse mechanisms that are identical to the form of slip lines are discussed. A fitting formula of Ncr for the influence factors H/D and φ is deduced, and the effects of numbers and locations of active discontinuities are also investigated. This study illustrates that the UBFEM-RTME with combination of mesh adaptive updating strategies and reasonable and sufficient mesh density can improve the accuracy of the obtained Ncr values and the refinement of mesh-like collapse mechanism. The results reveal the main characteristics of the ultimate collapse mechanisms of tunnel faces, and they can provide theoretical supports for the stability evaluations of tunnel faces and pre-reinforcement scheme of soil strata.
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    • References (24)
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