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What is Tunnel Lining Numerical Analysis Methods about?

This article presents a numerical analysis of segmental tunnel linings using the Beam-Spring Method (BSM) and Solid-Interface Method (SIM), focusing on the Tehran Subway Line 6 Tunnel. The study highlights the significant impact of segmental joints on the structural behavior of tunnel linings, emphasizing the importance of joint stiffness and configuration. The findings suggest that the SIM method provides a more accurate representation of joint behavior compared to traditional methods, allowing for better

Author

Behnam Panahbar

Language

EN