[1]. Hudson, J.A., Brown, E.T. and Rummel, F. (1972, March). The controlled failure of rock discs and rings loaded in diametral compression. In International Journal of Rock Mechanics and Mining Sciences & Geomechanics Abstracts (Vol. 9, No. 2, pp. 241-248). Pergamon.
[2]. A. Coviello, R. Lagioia, and R. Nova, “On the Measurement of the Tensile Strength of Soft Rocks”, Rock Mechanics and Rock Engineering, Vol. 38, No. 4, 2005, pp 251–273.
[3]. Nova, R. and Zaninetti, A. (1990, August). An investigation into the tensile behaviour of a schistose rock. In International Journal of Rock Mechanics and Mining Sciences & Geomechanics Abstracts (Vol. 27, No. 4, pp. 231-242). Pergamon.
[4]. Goodman, R.E. (1989). Introduction to rock mechanics (Vol. 2). New York: Wiley.
[5]. Liao, J.J., Yang, M.T. and Hsieh, H.Y. (1997). Direct tensile behavior of a transversely isotropic rock. International Journal of Rock Mechanics and Mining Sciences. 34 (5): 837-849.
[6]. Nazerigivi, A., Nejati, H.R., Ghazvinian, A. and Najigivi, A. (2018). Effects of SiO2 nanoparticles dispersion on concrete fracture toughness. Construction and Building Materials, 171, 672-679.
[7]. Ghazvinian, A., Nejati, H.R., Sarfarazi, V. and Hadei, M.R. (2013). Mixed mode crack propagation in low brittle rock-like materials. Arabian Journal of Geosciences. 6 (11): 4435-4444.
[8]. Gurocak, Z., Solanki, P., Alemdag, S. and Zaman, M.M. (2012). New considerations for empirical estimation of tensile strength of rocks. Engineering Geology, 145, 1-8.
[9]. Amadei, B. (1996, April). Importance of anisotropy when estimating and measuring in situ stresses in rock. In International Journal of Rock Mechanics and Mining Sciences & Geomechanics Abstracts (Vol. 33, No. 3, pp. 293-325). Pergamon.
[10]. Cho, J. W., Kim, H., Jeon, S. and Min, K.B. (2012). Deformation and strength anisotropy of Asan gneiss, Boryeong shale, and Yeoncheon schist. International journal of rock mechanics and mining sciences (1997), 50, 158-169.
[11]. Dai. F. and Xia, K. (2009). “Tensile strength anisotropy of Barre Granite”, ROCKENG09: Proceedings of the 3rd CANUS Rock Mechanics Symposium, Toronto, May 2009 (Edition: M. Diederichs, and G. Grasselli) 2009.
[12]. Barla, G. and Innaurato, N. (1973). Indirect tensile testing of anisotropic rocks. Rock mechanics, 5(4), 215-230.
[13]. Nazerigivi, A., Nejati, H.R., Ghazvinian, A. and Najigivi, A. (2017). Influence of nano-silica on the failure mechanism of concrete specimens. Computers and Concrete, 19(4), 429-434.
[14]. Nejati, H.R. and Ghazvinian, A. (2014). Brittleness effect on rock fatigue damage evolution. Rock mechanics and rock engineering, 47(5), 1839-1848.
[15]. Tien, Y.M., Kuo, M.C. and Juang, C.H. (2006). An experimental investigation of the failure mechanism of simulated transversely isotropic rocks. International journal of rock mechanics and mining sciences, 43(8), 1163-1181.
[16]. Hobbs, D.W. (1964, May). The tensile strength of rocks. In International Journal of Rock Mechanics and Mining Sciences & Geomechanics Abstracts (Vol. 1, No. 3, pp. 385-396). Pergamon.
[17]. Gamaneh Kav Consulting Engineers, “Rock mechanics test results of water transmission system project of Azad dam to Ravansar”, Report No. 1, 2006.
[18]. Tavallali, A. and Vervoort, A. (2010). Effect of layer orientation on the failure of layered sandstone under Brazilian test conditions. International journal of rock mechanics and mining sciences. 47 (2): 313-322.
[19]. Debecker, B. and Vervoort, A. (2009). Experimental observation of fracture patterns in layered slate. International journal of fracture. 159 (1): 51-62.
[20]. Li, D. and Wong, L.N.Y. (2013). The Brazilian disc test for rock mechanics applications: review and new insights. Rock mechanics and rock engineering. 46 (2): 269-287.
[21]. Fairhurst, C. (1964, October). On the validity of the ‘Brazilian’test for brittle materials. In International Journal of Rock Mechanics and Mining Sciences & Geomechanics Abstracts (Vol. 1, No. 4, pp. 535-546). Pergamon.
[22]. Mellor, M. and Hawkes, I. (1971). Measurement of tensile strength by diametral compression of discs and annuli. Engineering Geology. 5 (3): 173-225.
[23]. Scull, P., Franklin, J., Chadwick, O.A. and McArthur, D. (2003). Predictive soil mapping: a review. Progress in Physical Geography. 27 (2): 171-197.
[24]. Bieniawski, Z.T. and Bernede, M.J. (1979, April). Suggested methods for determining the uniaxial compressive strength and deformability of rock materials: Part 1. Suggested method for determining deformability of rock materials in uniaxial compression. In International Journal of Rock Mechanics and Mining Sciences & Geomechanics Abstracts (Vol. 16, No. 2, pp. 138-140). Pergamon.
[25]. Franklin, J.A. (1985, April). Suggested method for determining point load strength. In International Journal of Rock Mechanics and Mining Sciences & Geomechanics Abstracts (Vol. 22, No. 2, pp. 51-60). Pergamon.
[26]. Chau, K.T. and Wong, R.H.C. (1996). Uniaxial compressive strength and point load strength of rocks. In International journal of rock mechanics and mining sciences & geomechanics abstracts (Vol. 33, No. 2, pp. 183-188). Pergamon.
[27]. Russell, A.R. and Wood, D.M. (2009). Point load tests and strength measurements for brittle spheres. International Journal of Rock Mechanics and Mining Sciences. 46 (2): 272-280.
[28]. Schmidt, E. (1951). A non-destructive concrete tester. Concrete, 59, 34-35.
[29]. Miller, R.P. (1965). Engineering classification and index properties for intact rock. PhD Thesis, University of Illinois.
[30]. Barton, N. and Choubey, V. (1977). The shear strength of rock joints in theory and practice. Rock mechanics, 10(1-2), 1-54.
[31]. Brown, E.T. (1981). Rock characterization testing and monitoring (No. BOOK). Pergamon press.
[32]. Hucka, V. (1965). A rapid method of determining the strength of rocks in situ. In International Journal of Rock Mechanics and Mining Sciences & Geomechanics Abstracts (Vol. 2, No. 2, pp. 127-134). Pergamon.
[33]. Poole, R.W. and Farmer, I.W. (1980). Consistency and repeatability of Schmidt hammer rebound data during field testing. International Journal of Rock Mechanics and Mining Science. 17 (3).
[34]. Fowell, R.J. and RJ, F. (1976). FACTORS INFLUENCING THE CUTTING PERFORMANCE OF A SELECTIVE TUNNELLING MACHINE.
[35]. Demirdag, S., Yavuz, H. and Altindag, R. (2009). The effect of sample size on Schmidt rebound hardness value of rocks. International Journal of Rock Mechanics and Mining Sciences. 46 (4): 725-730.
[36]. Brown, E.T. (1981). Rock characterization testing and monitoring (No. BOOK). Pergamon press.
[38]. Chau, K.T. (1998). Analytic solutions for diametral point load strength tests. Journal of engineering mechanics. 124 (8): 875-883.
[39]. Heidari, M., Khanlari, G.R., Kaveh, M.T. and Kargarian, S. (2012). Predicting the uniaxial compressive and tensile strengths of gypsum rock by point load testing. Rock mechanics and rock engineering, 45(2), 265-273.
[40]. Tsidzi, K.E.N. (1990). The influence of foliation on point load strength anisotropy of foliated rocks. Engineering Geology. 29 (1): 49-58.
[41]. Basu, A. and Aydin, A. (2004). A method for normalization of Schmidt hammer rebound values. International Journal of Rock Mechanics and Mining Sciences. 41 (7): 1211-1214.