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

Author:

Zheng XiangcouORCID,Yang Feng,Shiau JimORCID,Lai FengwenORCID,Dias Daniel

Publisher

Elsevier BV

Subject

Computer Science Applications,Geotechnical Engineering and Engineering Geology

Reference55 articles.

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2. Stability of a shallow circular tunnel in cohesionless soil;Atkinson;Géotechnique,1977

3. Stability of undrained plane strain heading revisited;Augarde;Comput. Geotech.,2003

4. Plaxis 2D Material Models Manual;Brinkgreve,2019

5. Hierarchical a posteriori error estimation of Bank-Weiser type in the FEniCS Project;Bulle;Comput. Math. with Appl.,2023

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