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This paper compares various design methods for segmental tunnel linings, focusing on the internal forces generated by these structures. It evaluates analytical methods, including Einstein & Schwartz’s method and the elastic equation method, alongside two-dimensional numerical analyses, using the Nhon - Hanoi Railway station section as a case study. The influence of segmental joints on the overall behavior of the tunnel lining is emphasized as a critical factor in the design process.

Author

Tim Duncan

Language

EN