Effect of Constitutive Model on the Convergence-Confinement Method and Plastic Zone Radius
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/s10706-023-02630-2.pdf
Reference41 articles.
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2. Alejano LR, Alonso E, Rodriguez-Dono A, Fdez-Manin G (2010) Application of the convergence-confinement method to tunnels in rock masses exhibiting Hoek-Brown strain-softening behaviour. Int J Rock Mech Min Sci 47:150–160. https://doi.org/10.1016/j.ijrmms.2009.07.008
3. Alonso E, Alejano LR, Varas F, Fdez-Manin G, Carranza-Torres C (2003) Ground response curves for rock masses exhibiting strain-softening behaviour. Int J Numer Anal Methods Geomech 27:1153–1185. https://doi.org/10.1002/nag.315
4. Arzúa J, Alejano LR (2013) Dilation in granite during servo-controlled triaxial strength tests. Int J Rock Mech Min Sci 61:43–56. https://doi.org/10.1016/j.ijrmms.2013.02.007
5. Bour K, Goshtasbi K (2019) Study of convergence confinement method curves considering pore-pressure effect. J Min Environ 10:479–492. https://doi.org/10.22044/jme.2019.7888.1654
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