منابع
1. Brown, E.T., Bray, J.W., Ladanyi, B., Hoek, E., 1983; “Ground response curves for rock tunnels”. J. Geotech. Eng. ASCE 109, 15–39.
2. Alonso, E., Alejano, L.R., Varas, F., Fdez-Manin, G., Carranza-Torres, C., 2003. “Ground response curves for rock masses exhibiting strainsoftening behavior”. Int. J.
Numer. Anal. Meth. Geomech. 27, 1153– 1185.
3. Wang, Y., 1996. “Ground response of circular tunnel in poorly consolidated rock”. J. Geotech. Eng. ASCE 122, 703–708.
4. Carranza-Torres, C., Fairhurst, C., 1999. “The elasto-plastic response of underground excavations in rock masses that satisfy the Hoek–Brown failure criterion”. Int. J. Rock Mech. Min. Sci. 36 (5), 777–809.
5. Sharan, S.K., 2003. “Elastic–brittle–plastic analysis of circular openings in Hoek–Brown media”. Int. J. Rock Mech. Min. Sci. 40, 817–824.
6. Park, K.H., Kim, Y.J., 2006. “Analytical solution for a circular opening in an elastic–brittle–plastic rock”. Int. J. Rock Mech. Min. Sci. 43, 616–622.
7. Carranza-Torres, C., 2004. “Elasto-plastic solution of tunnel problems using the generalized form of the Hoek–Brown failure criterion”. In: Hudson, J.A., Xia-Ting, F. (eds.), Proceedings of ISRM SINOROCK 2004 Symposium, China. Int. J. Rock Mech. Min. Sci. 41(3) 480–481.
8. Zareifard, M.R., Fahimifar, A. 2014. “Effect of seepage forces on circular openings excavated in Hoek–Brown rock mass based on a generalised effective stress principle”, European Journal of Environmental and Civil Engineering. 18(5)
9. Zareifard, M.R., Fahimifar, A. 2015. “Elastic–Brittle–Plastic Analysis of Circular Deep Underwater Cavities in a Mohr-Coulomb Rock Mass Considering Seepage Forces”, International Journal of Geomechanics. 15( 5)
10. Hoek, E., Carranza-Torres, C.T., Corkum, B, 2002. “Hoek–Brown failure criterion – 2002 edition”. In: Proceedings of the 5th North American Rock Mechanics Symposium and 17th Tunnelling Association of Canada Conference, Toronto, 267–273
11. Itasca, 2004. “PFC2D” 3.10. Itasca Consulting Group, Minnesota.
12. Zareifard, M.R., Fahimifar, A. Tunnel. Underg. Space Technol., “Analytical solutions for the stresses and deformations of deep tunnels in an elastic-brittle-plastic rock mass considering the damaged zone”, Pages 186-196, 2017
13. Hedayat, A, Weems , J., 2019, “The Elasto-
» مهندسی معدن « تاثیر میزان آسیب دیدگی توده سنگ بر پایداری تونل های با پوشش بتنی بر اساس معیار مور- کولمب نشریه علمی پژوهشی
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Plastic Response of Deep Tunnels with Damaged Zone and Gravity Effects”, Rock Mechanics and Rock Engineering
14. Ghorbani, A., Hasanzadehshooiili, H., 2019. “A comprehensive solution for the calculation of ground reaction curve in the crown and sidewalls of circular tunnels in the elastic-plastic-EDZ rock mass considering strain softening”, Tunnel. Undergr. Space Tech., 84: 413-431.
15. González-Cao J., Alejano L.R., Alonso E., Bastante F.G., “Convergence-confinement curve analysis of excavation stress and strain resulting from blast-induced damage”, Tunnelling and Underground Space Technology 73 (2018) 162–169
16. Saiang, D. and Nordlund, E., 2009. “Numerical Analyses of the Influence of the Blast-Induced Damaged Rock Around Shallow Tunnels in Brittle Rock”. Rock Mechanics & Rock Engineering, 42-421.
17. Zareifard, M.R., 2019. “Ground response
curve of deep circular tunnel in rock mass exhibiting Hoek–Brown strain-softening behaviour considering the dead weight loading”. European Journal of Environmental and Civil Engineering, , DOI: 10.1080/19648189.2019.1632745.
18. Timoshenko S. P., Goodier J.N., 1982. “Theory of Elasticity, McGraw-Hill”, New York.
19. Cai, M., Kaiser, P.K., Tasaka, Y., Minamic, M., 2007. “Determination of residual strength parameters of jointed rock masses using the GSI system”. Int. J. Rock Mech. Min. Sci. 44 (2), 247–265.
20. Hoek, E. and Diederichs, M.S. 2006. “Empirical estimation of rock mass modulus”. International Journal of Rock Mechanics and Mining Sciences, 43, 203–215.
21. Hoek, E., Brown, E.T., 1997. “Practical estimates of rock mass strength”. Int. J. Rock Mech. Sci. Geom. Abstr. 34 (8), 1165–1187.