منابع و مراجع
[1] Sivanathan Thirukumaran, S. and Indraratn, B. 2016, "A review of shear strength models for rock jointssubjected to constant normal stiffness", Journal of Rock Mechanics and Geotechnical Engineering, Vol.8 pp. 405-414.
[2] Zhang, G., Karakus, M., Tang, H., Ge, Y., Zhang. L. 2014, "A new method estimating the 2D Joint Roughness Coefficient for discontinuity surfacesinrockmasses", International Journal of Rock Mechanics & Mining Sciences, 72, pp. 191-198.
[3] Jafary, M.N., Amini Hosseini, K., Pellet, F., Boulon, M. And Buzzi, O. 2003, "Evaluation of shear strength of rock joints subjected to cyclic loading", Soil Dynamics and Earthquake Engineering 23, pp. 619–630.
[4] Saneie, M., Rahmati, A., Dehghani, B., Faramarzi, L.and Bagherpour, R, 2013, "Optimal selection criteria for estimaue shear strength of roughened joint surfaces in hard rock andezit", Journal of Applied Geology, 9(2), pp. 111-121.
[5] Jiang, Y., Lib, B., Tanabashia, Y. 2006, "Estimating the relation between surface roughness and mechanical properties of rock joints", International Journal of Rock Mechanics & Mining Sciences, 43, pp. 837–846.
[6] Zhang, G., Karakus, M., Tang, H., Ge, Y., Zhang, L. 2014, "A new method estimating the 2D Joint Roughness Coefficient for discontinuity surfacesinrockmasses", International Journal of Rock Mechanics & Mining Sciences, 72, pp. 191-198.
[7] Barton, N.R. and Bandis, S.C. 1982, “Effects of block size on the the shear behaviour of jointed rock”, 23rd U.S. symp. on rock mechanics, Berkeley, 739-760.
[8] Barton, N.R.,Choubey, V. 1977, "The shear strength of rock joints in theory and practice", Rock Mech. Vol. 10 (1-2), pp. 1-54.
[9] Barton, N.R. and Bandis, S.C. 1990, “Review of predictive capabilites of JRC-JCS model in engineering practice”, In Rock joints, proc. int. symp. on rock joints, Loen, Norway, (eds N. Barton and O. Stephansson), 603-610. Rotterdam: Balkema.
[10] Azizian, F., Ghazvinian
, A. and Mahmoud, B., 2014, “
Prediction of peak strength of transversely isotropic rocks by using distinct element method”, Journal of Analytical and Numerical Methods in Mining and Engineering,
Vol. 4, No. 7, pp. 9-16.
[11] Amit K.V. and Singh, T.N. 2010, “Modeling of a jointed rock mass under triaxial conditions”, Arab J Geosci., 3, pp. 91 - 103.
[12] Park.,P. and Min, K.B. 2015, “Bonded particle discrete element modeling of mechanical behavior of transversely isotropic rock”, International jurnal of Rock Mechanics & Mining Sciences, Vol. 76, pp. 243–255.
[13] Ramamurthy, T. 1993, “Strength and modulus responses of anisotropic rocks”. Chpt. 13, Comprehensive Rock Engg., Pergamon Press, U.K. Vol. 1, pp. 313 – 329.
[14] Arora, V.K. 1987, “Strength and deformational behaviour of jointed rocks”. Ph.D thesis Indian Institute of Technology, Delhi, India.
[15] Ramamurthy, T. 1993, “Strength and modulus responses of anisotropic rocks”, In: Hudson JA, editor. Comprehensive rock engineering, Vol. 1. Fundamentals. Oxford: Pergamon Press, pp. 313–329.
[16] Zhang, L. 2006, “Engineering Properties of Rocks”, Elsevier, 290 Pages.
[17] Ramamurthy, T. 2008, “Joint factor concept in solving rock engineering problem”, In: proceedings of the 5th Asian Rock Mechanics Symposium, November 24-26, Tehran, pp. 147-148.
[18] Sinha, U.N., Singh, B. 2000, “Testing of rock joints filled with gouge using a triaxial apparatus”, International Journal of Rock Mechanics and Mining Sciences, 37, pp. 961- 981.
[19] Stimpson, B. 1970, “Modelling materials for engineering rock mechanics”, International journal of rock Mechanics and mining sciences, 7, pp. 71-121.
[20] Saucier, K. L.1967, “Development of material for modelling rock”, U.S. Army Engineer Waterways Experiment Station (Viskburg Mississippi). Miscellaneous Paper, No. 6-93, October.
[21] Hobbs, D. W., 1966, “Scale model studies of strata movement around mine roadways”, International Journal of Rock Mechanics and Mining Sciences, Vol.3, pp.101-127.
[22] Rosenblad, J. L., 1968, “Development of rock like material”, Tenth U.S. Symposium on Rock Mechanics, pp. 331-361.
[23] Indraratna, B.1990, “Development and application of synthetic material to simulate soft sedimentary rocks”, Geotechnique. 40:(2), pp. 189-200.
[24] Gu, Dazhao and Mostyn, G. R. 1991, “The study of a method of making equivalent material models”, School of Civil Engineering, The University of New South.
[25] Vutukuri, V.S., Moomivand, H. 1996, “Development of a brittle rock-like material having different values of porosity, density and strength” EUROCK ‘96, Proc. ISRM International Symposium on Prediction and Performance in Rock Mechanics and Rock Engineering, Torino, Italy, 2 - 5 September, pp. 213 - 220.
[26] Moomivand, H. 2000, “Physical modelling of rock: Fifth International Conference on Civil Engineering”, Volume 1, Geotechnical Engineering. Ferdowsi University of Mashhad, Mashhad, Iran, pp. 45 – 52.
[27] ISRM. 1981, “Suggested methods for determining the uniaxial compressive strength and deformability of rock materials”, In: Brown E.T., editor. Rock characterization, testing and monitoring ISRM suggested methods. Oxford: Pergamon Press, pp. 113.
[28] ISRM. 1983, “Suggested methods for determining the strength of rock materials in triaxial compression: Revised version”, International Journal of Rock Mechanics and Mining Sciences and Geomechanics Abstracts, Vol. 20, pp. 283 – 290.
[29] Aminpour, F. 2016, “An investigation into effect of joints roughness on the strength of rock under triaxial stresses”, MSc Thesis, Urmia University.
[30] Jaeger, J. C. 1960, “Shear failure of anisotropic rock”, Geol. Mag., 1, pp. 65 –7.