The Elasto-Plastic Response of Deep Tunnels with Damaged Zone and Gravity Effects
Author:
Publisher
Springer Science and Business Media LLC
Subject
Geology,Geotechnical Engineering and Engineering Geology,Civil and Structural Engineering
Link
http://link.springer.com/content/pdf/10.1007/s00603-019-01834-4.pdf
Reference38 articles.
1. Alejano LR, Alonso E, Dono AR, Feranndez-Man G (2009) Ground reaction curves for tunnels excavated in different quality rock masses showing several types of post-failure behaviour. Tunn Undergr Space Technol 24:689–705
2. Alonso ELR, Varas Alejano F, Fdez-Manin G, Carranza-Torres C (2003) Ground response curves for rock masses exhibiting strain softening behavior. Int J Numer Anal Meth Geomech 27:1153–1185
3. Backblom G, Martin CD (1999) Recent experiments in hard rock to study the excavation response Implication of the performance of a nuclear waste geological repository. Tunn Undergr Sp Technol 14:377–394
4. Bastante FG, Alejano L, Gonzalez-Cao J (2012) Predicting the extent of blast-induced damage in rock masses. Int J Rock Mech Min Sci 56:44–53
5. Brown E, Bray J, Ladanyi B, Hoek E (1983) Ground response curves for rock tunnels. ASCE J Geotech Eng Div 109(1):15–39
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