Behaviour of segmental tunnel linings under seismic loads studied with the hyperstatic reaction method
Author:
Publisher
Elsevier BV
Subject
Soil Science,Geotechnical Engineering and Engineering Geology,Civil and Structural Engineering
Reference22 articles.
1. Do NA, Dias D, Oreste PP. 2D seismic numerical analysis of segmental tunnel lining behaviour. Bulletin of the New Zealand Society for Earthquake Engineering. 47(3), p. 206–216.
2. Effect of pore water pressure on tunnel support during static and seismic;Bobet;Tunn Underground Space Technol,2003
3. Stresses in linings of bored tunnels;Penzien;Int J Earthquake Eng Struct Dyn,1998
4. Analytical solution for seismic-induced ovaling of circular tunnel lining under no-slip interface conditions: a revisit;Park;Tunn Underground Space Technol,2009
5. Seismic design of tunnels: A state-of-the-art approach;Wang,1993
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