An Iterative Calculation Method for Internal Forces and Deformation of Curved Tunnel Lining
Author:
Publisher
Springer Science and Business Media LLC
Subject
Civil and Structural Engineering
Link
https://link.springer.com/content/pdf/10.1007/s12205-024-0302-6.pdf
Reference26 articles.
1. Arnau O, Molins C (2011) Experimental and analytical study of the structural response of segmental tunnel linings based on an in situ loading test. Part 2: Numerical simulation. Tunnelling and Underground Space Technology 26(6):764–777, DOI: https://doi.org/10.1016/j.tust.2011.04.005
2. Cao Y, Wang PY, Jin XL, Wang JW, Yang YZ (2012) Tunnel structure analysis using the multi-scale modeling method. Tunnelling and Underground Space Technology 28:124–134, DOI: https://doi.org/10.1016/j.tust.2011.10.004
3. Do NA, Dias D, Oreste P, Irini DM (2013) 2D numerical investigation of segmental tunnel lining behavior. Tunnelling and Underground Space Technology 37:115–127, DOI: https://doi.org/10.1016/j.tust.2013.03.008
4. Duddeck H (1988) Guidelines for the design of tunnels. Tunnelling and Underground Space Technology 3(3):237–249, DOI: https://doi.org/10.1016/0886-7798(88)90050-8
5. Einstein HH, Schwartz CW (1979) Simplified analysis for tunnel supports. Journal of the Geotechnical Engineering Division 105(4):499–518, DOI: https://doi.org/10.1061/ajgeb6.0000786
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