Rock and Soil Mechanics ›› 2024, Vol. 45 ›› Issue (4): 1256-1264.doi: 10.16285/j.rsm.2023.0548

• Numerical Analysis • Previous Articles    

Three-dimensional lower bound finite element limit analysis method for tunnel stability based on adaptive mesh refinement strategy

SUN Rui1, YANG Jun-sheng2, ZHANG Qing-he1, YANG Feng2   

  1. 1. School of Civil Engineering and Architecture, Anhui University of Science and Technology, Huainan, Anhui 232001, China; 2. School of Civil Engineering, Central South University, Changsha, Hunan 410075, China
  • Received:2023-05-04 Accepted:2023-08-25 Online:2024-04-17 Published:2024-04-18
  • Supported by:
    This work was supported by the Natural Science Research Project of Anhui Educational Committee (2022AH050840) and the Scientific Research Startup Fund for Introduced Talents of Anhui University of Science and Technology (2022yjrc31)

Abstract: The distribution of the mesh significantly impacts the accuracy of calculation in the three-dimensional lower bound finite element limit analysis method (3D LB-FELA). Achieving precise lower bound solutions requires a dense mesh to be pre-divided in the failure area, which can easily lead to excessive calculation scale and reduce solving efficiency. To address these challenges, this paper proposes a "posterior" adaptive mesh refinement strategy. Firstly, the paper proposes a 3D LB-FELA based on M-C criterion and semi-definite programming technique, which eliminates the need for approximating the yield criterion. Subsequently, it introduces an adaptive mesh refinement strategy based on the M-C criterion, determining the coordinates of the refinement points by evaluating the degree to which each element's stress approaches yield. This approach involves combining the refinement points with the original nodes to form a new point set, followed by re-meshing the mesh. Finally, the proposed method is used to study the tunnel stability, and the research results demonstrate that the proposed mesh adaptive refinement strategy can accurately simulate the stress distribution in the failure area with smaller scale elements, thereby obtaining high-precision lower bound solutions.

Key words: tunnel stability, three-dimensional limit analysis, lower bound finite element, Mohr-Coulomb criterion, adaptive mesh refinement

CLC Number: 

  • TU 457
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