Skip to main content

Research Repository

Advanced Search

Unlined Length Effect on the Tunnel Face Stability and Collapse Mechanisms in c-ϕ Soils: A Numerical Study with Advanced Mesh Adaptive Strategies

Zheng, Xiangcou; Yang, Feng; Shiau, Jim; Lai, Fengwen; Dias, Daniel

Unlined Length Effect on the Tunnel Face Stability and Collapse Mechanisms in c-ϕ Soils: A Numerical Study with Advanced Mesh Adaptive Strategies Thumbnail


Authors

Xiangcou Zheng

Feng Yang

Jim Shiau

Fengwen Lai

Daniel Dias



Abstract

This paper presents a stability study on the collapse mechanisms of a plane-strain tunnel face in c-ϕ soils using the upper bound finite element method with rigid translatory moving elements (UBFELA-RTME) and nonlinear programming technique. Practical considerations are given to the unlined length influence behind the tunnel face. An advanced mesh adaptive updating strategy is adopted, aiming to improve the computational efficiency, the accuracy of upper-bound solutions, as well as the produced collapse mechanisms. The unlined length influence on the face stability and collapse mechanism of the tunnel face are determined with various combinations of tunnel depth ratios, soil friction angles, and dilatancy angles. Using the UBFELA-RTME with the Davis’s approach and a mesh adapting strategy, the non-associated plasticity flow rule can be well approximated. The developed technique was validated against different numerical methods, and it is concluded that the tunnel face stability can be improved by increasing soil friction and dilatancy angles, and yet weakens as the unlined length increases where a mesh-liked collapse zone gradually appears on the tunnel vault top. It gradually evolves to a global collapse failure till the ground surface. The findings contribute to a better understanding of the ground surface failure under the unlined support length influence in tunnel construction.

Citation

Zheng, X., Yang, F., Shiau, J., Lai, F., & Dias, D. (2023). Unlined Length Effect on the Tunnel Face Stability and Collapse Mechanisms in c-ϕ Soils: A Numerical Study with Advanced Mesh Adaptive Strategies. Computers and Geotechnics, 161, Article 105576. https://doi.org/10.1016/j.compgeo.2023.105576

Journal Article Type Article
Acceptance Date Jun 6, 2023
Online Publication Date Jun 17, 2023
Publication Date 2023-09
Deposit Date Oct 23, 2023
Publicly Available Date Oct 23, 2023
Journal Computers and Geotechnics
Print ISSN 0266-352X
Electronic ISSN 1873-7633
Publisher Elsevier
Peer Reviewed Peer Reviewed
Volume 161
Article Number 105576
DOI https://doi.org/10.1016/j.compgeo.2023.105576
Keywords Computer Science Applications; Geotechnical Engineering and Engineering Geology
Public URL https://durham-repository.worktribe.com/output/1814889

Files





You might also like



Downloadable Citations