참고문헌
- Al-Ajmi, A.M. and Zimmerman, R.W. (2005), "Relation between the Mogi and the Coulomb failure criteria", Int. J. Rock Mech. Min. Sci., 42(3), 431-439. https://doi.org/10.1016/j.ijrmms.2004.11.004
- Balmer, G. (1952), "A general analytical solution for Mohr's envelope", Proceedings of American Society of Test Materials, 52, 1260-1271.
- Benz, T. and Schwab, R. (2008), "A quantitative comparison of six rock failure criteria", Int. J. Rock Mech. Min. Sci., 45(7), 1176-1186. https://doi.org/10.1016/j.ijrmms.2008.01.007
- Colmenares, L.B. and Zoback, M.D. (2002), "A statistical evaluation of intact rock failure criteria constrained by polyaxial test data for five different rocks", Int. J. Rock Mech. Min. Sci., 39(6), 695-729. https://doi.org/10.1016/S1365-1609(02)00048-5
- Coulomb, C.A. (1776), "Sur une application des regles maximis et minimis a quelques problems de statique, relatives a l'architecture", Acad. Sc.i Paris Mem. Math. Phys., 7, 343-382.
- Das, S.K. and Basudhar, P.K. (2009), "Comparison of intact rock failure criteria using various statistical methods", Acta Geotech., 4(3), 223-231. https://doi.org/10.1007/s11440-009-0088-1
- Fu, W. and Liao, Y. (2010), "Non-linear shear strength reduction technique in slope stability calculation", Comput Geotech., 37(3), 288-298. https://doi.org/10.1016/j.compgeo.2009.11.002
- Heyman, J. (1972), Coulomb's Memoir on Statics, Cambridge University Press, London, UK.
- Hoek, E. and Brown, E.T. (1980), Underground Excavations in Rock, Institution of Mining and Metallurgy, London, England.
- Hoek, E., Carranza-Torres, C. and Corkum, B. (2002), "Hoek-Brown failure criterion", Proceedings of the 5th North American Rock Mechanics Symposium and the 17th Tunnelling Association of Canada Conference NARMS-TAC, Toronto, Canada, July.
- Jimenez, R., Serrano, A. and Olalla, C. (2008), "Linearization of the Hoek and Brown rock failure criterion for tunnelling in elasto-plastic rock masses", Int. J. Rock Mech. Min. Sci., 45(7), 1153-1163. https://doi.org/10.1016/j.ijrmms.2007.12.003
- Labuz, J.F. and Zang, A. (2012), "Mohr-Coulomb failure criterion", J. Rock Mech. Rock Eng., 45(6), 975-979. https://doi.org/10.1007/s00603-012-0281-7
- Liu, H.Y., Kou, S.Q., Lindqvist, P.A. and Tang, C.A. (2004), "Numerical studies on the failure process and associated microseismicity in rock under triaxial compression", Tectonophysics, 384(1-4), 149-174. https://doi.org/10.1016/j.tecto.2004.03.012
- Mogi, K. (1929), Experimental Rock Mechanics, Balkema, London, England.
- Mohr, O. (1900), "Welche Umstande bedingen die Elastizitatsgrenze und den Bruch eines Materials?", Zeit des. Ver. Deut Ing., 44, 1572-1577.
- Pariseau, W.G. (2007), "Fitting failure criteria to laboratory strength tests", Int. J. Rock Mech. Min. Sci., 44(4), 637-646. https://doi.org/10.1016/j.ijrmms.2006.09.006
- Parry, R.H.G. (2005), Mohr Circles, Stress Paths and Geotechnics, Taylor & Fransis, New York, NY, USA.
- Pincus, H. (2000), "Closed-form/least-squares failure envelopes for rock strength", Int. J. Rock Mech. Min. Sci., 37(5), 763-785. https://doi.org/10.1016/S1365-1609(00)00011-3
- Ramez, M.R.H. (1967), "Fractures and the strength of a sandstone under triaxial compression", Int. J. Rock Mech. Min. Sci., 4(3), 257-268. https://doi.org/10.1016/0148-9062(67)90010-1
- Shen, J., Priest, S.D. and Karakus, M. (2012), "Determination of Mohr-Coulomb shear strength parameters form generalized Hoek-Brown criterion for slope stability analysis", Rock Mech. Rock Eng., 45(1), 123-129. https://doi.org/10.1007/s00603-011-0184-z
- Yang, X.L. and Yin, J.H. (2010), "Slope equivalent Mohr-Coulomb strength parameters for rock masses satisfying the Hoek-Brown criterion", Rock Mech. Rock Eng., 43(4), 505-511. https://doi.org/10.1007/s00603-009-0044-2
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