Three-Dimensional Numerical Analyses of Perpendicular Tunnel Intersections
Author:
Publisher
Springer Science and Business Media LLC
Subject
Geology,Soil Science,Geotechnical Engineering and Engineering Geology,Architecture
Link
https://link.springer.com/content/pdf/10.1007/s10706-020-01587-w.pdf
Reference26 articles.
1. Brown ET, Hocking G (1976) Use of the three dimensional boundary integral equation method for determining stresses at tunnel intersections
2. Carranza-Torres C (2004) Elasto-plastic solution of tunnel problems using the generalized form of the Hoek-Brown failure criterion. Int J Rock Mech Min Sci. https://doi.org/10.1016/j.ijrmms.2004.03.111
3. Förder M, Abel F, Tirpitz ER (2008) The Malmö Citytunnel, Sweden—tunnelling in Scandinavia. Beton Stahlbetonbau 103:689–697
4. Gerçek H (1986) Stability considerations for underground excavation intersections. Min Sci Technol. https://doi.org/10.1016/S0167-9031(86)90194-5
5. Hocking G (1978) Stresses around tunnel intersections. In: computer methods in tunnel design, conference proceedings. Thomas Telford Publishing, pp. 41–60. https://doi.org/10.1680/cmitd.00568.0003
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