[1] Bandis, S.C., Lumsden, A.C., Barton, N.R., 1983. “Fundamentals of Rock Joint Deformation” international Journal of Rock Mechanics and Mining Sciences and Geo-mechanics, Abstract, 20(6): 249-268.
[2] Goodman, R.E., Taylor, R.L., Brekke, T.L., 1968. “A model for the mechanics of jointed rock” Journal of the Soil Mechanics and Foundations Division: proceedings of the American Society of Civil Engineers, 94(SM3): 637-659.
[3] lnfanti, N., Kanji, M.A., 1978. “In situ shear strength, normal and shear stiffness determinations at Agua Vermelha Project” Proceeding of 3rd International congress of IAEG, Madrid, Vol. 2, pp. 175-183.
[4] Kulhaway, F.H., 1978. “Geo-mechanical model for rock foundation settlement” Journal of the Geo-technical Division: Proceedings at American Society of Civil Engineers I 06(GT2): 21 L-227.
[5] Rosso, R.S., 1976. “A comparison of joint stiffness measurements in direct shear, triaxial compression and in situ”. International Journal of Rock Mechanics and Mining Sciences and Geo-mechanics, Abstracts, 13: 167-172
[6] John, K.W., 1970. “Civil engineering approach to evaluate strength and deformability of regularly jointed rock”. Proceeding of 11th Symposium on Rock Mechanics, pp. 68-82
[7] Barton, N.R., 1972. “A model study of rock-joint deformation” International Journal of Rock Mechanics and Mining Sciences, 9: 579-602
[8] Yazdani, M, Sharifzadeh, M, Kamrani, K. Ghorbani, M, 2012. “Displacement-based numerical back analysis for estimation of rock mass parameters in Siah Bisheh powerhouse cavern using continuum and discontinuum approach”, Tunnelling and Underground Space Technology 28 41–48
[9] Palassi, M., Asadollahi, P., “Tunnel Design Using Continuum and Discontinuum Approaches and the Effect of Joint Orientation on the Design”. 2007.
[10] Nutakor, D, Daemon, J, 2006, “Experimental determination of stiffness of joint in welded tuff” Final Technical report.
[11] Li, c, “Deformation modulus of jointed rock masses in three- dimensional space” Lulea University of Technology, SE-971 87 Lulea, Sweden
[12] Belytschko, T. Plesha, M. Dowding, C, H. 1984 “a computer method for stability analysis of caverns jointed rock” international journal for analytical and numerical methods in geo-mechanic, vol 8 473- 492.
[13] Vardakos, S, 2003, “Distinct Element Modeling of the Shimizu Tunnel No.3 in Japan” Virginia Polytechnic Institute and State University.
[14] Damjanac, B, 2008, “phase of long- term cavern stability” supporting technical report. Itasca consulting group, Inc.
[15] Perazzelli, p, Rotonda, T, 2009 “Stability Analysis of on active marble Quarry by DEM Modelling” Proceedings of the International Conference on Rock Joints and Jointed Rock Masses, Tucson, Arizona, USA, January 7-8
[16] Flavio L, 2005, “Rock mechanics characterization of the rock mass” summary of primary data SKB
[17] Choi, S O, Chung, S, K. 2004. “Stability analysis of jointed rock slopes with the Barton-Bandis constitutive model in UDEC”. Int. J. Rock Mech. Min. Sci. Vol. 41, No. 3
[18] Fernando, T, 2008, “Numerical Analyses of the Hanging wall at the Kiirunavaara Mine” Licentiate Thesis.
[19] Wang,J,G, Ichikawa,Y, Leung,C,F, 2003 “A constitutive model for rock interfaces and joints” International Journal of Rock Mechanics & Mining Sciences 40 (2003) 41–53
[20] Staub, I, Fredriksson, A, Outters, N, 2002“Strategy for a Rock Mechanics Site Descriptive Model” SKB
[21] Melin, H, 2012 “Controlling parameters for normal and shear behavior of rock fractures-a study of direct shear test data” SKB
[22] Hung, O, Coate, D F, 1998“Deformability of joints and its relation to rock foundation settlements” Can. Geo-tech. J. vol. 15
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