[1] Xing, Yan, P. H. S. W. Kulatilake, and L. A. Sandbak. "Effect of rock mass and discontinuity mechanical properties and delayed rock supporting on tunnel stability in an underground mine." Engineering Geology 238 (2018): 62-75..
[2] Song, Honghua, et al. "Scale effects and strength anisotropy in coal." International Journal of Coal Geology 195 (2018): 37-46.
[3] Jalalifar H., Jafari mohamadabadi B., Shahriar K. and Ahangari K., "Numerical simulation to predict the anisotropy of Faryab chromite rock using PFC software", Journal of Analytical and Numerical Methods in Mining Engineering, Volume 11, Issue 28, October 2021, Pages 23-35(In Persian).
[4] Behnia M., Azizian F.and Ghazvinian A.,"Numerical Modeling of Failure Mechanism of Transversely Isotopic Under Triaxial Loading By Discrete Element Method", Journal of Analytical and Numerical Methods in Mining Engineering, Volume 6, Issue 12, Mar. 2014, Pages 67-76. (In Persian).
[5] Javid Rad F., "Fracture mechanics and its applications in engineering", Publisher Aerospace industries, 1384(In Persian).
[6] Hadi H., Shahriar K., Fatehi Marji M., 2015, "Simulating the effect of disc erosion in TBM disc cutters by a semi-infinite DDM", Arabian Journal of Geosciences volume 8, pages3915–3927.
[7] Abdollahipour A., Fatehi Marji M., Yarahmadi Bafghi A., Gholamnejad J., 2016, "Time-dependent crack propagation in a poroelastic medium using a fully coupled hydromechanical displacement discontinuity method" International Journal of Fracture No. 199, Pages 71–87.
[8] Haeri H., Sarfarazi V., Ebneabbasi P., Shahbazian A., Nazari Maram A., Shahbazian A. Fatehi Marji M. and Mohamadi A. R., 2020, "XFEM and experimental simulation of failure mechanism of non-persistent joints in mortar under compression", Construction and Building Materials, Volume 236, 10 March 2020, 117500.
[9] Y. Tien and M. Kuo, "A failure criterion for transversely isotropic rocks," Int. J. Rock Mech. Min., vol. 38, no. January, pp. 399-412, 2001.
[10] Sabatakakis, N., and G. Tsiambaos. "Anisotropy of Central Macedonia Phyllite and its effect on the uniaxial compressive strength." Bull PWRC 1 (1983): 2-6.
[11] Tsidzi, Kwami Edwin Noble. "The influence of foliation on point load strength anisotropy of foliated rocks." Engineering Geology 29.1 (1990): 49-58.
[12] Alkılıçgil, Çiğdem. "Development of a new method for mode I fracture toughness test on disc type rock specimens", MSc. thesis. 2006..
[13] Clough, R. W. (1960). "The finite element method in plane stress analysis", In Proceedings of 2nd ASCE Conference on Electronic Computation, Pittsburgh Pa., Sept. 8 and 9, 1960.
[14] Jing, L. (2003). "A review of techniques, advances and outstanding issues in numerical modelling for rock mechanics and rock engineering", International Journal of Rock Mechanics and Mining Sciences, 40(3), 283-353.
[15] Wang, Q., et al., "The flattened Brazilian disc specimen used for testing elastic modulus, tensile strength and fracture toughness of brittle rocks: analytical and numerical results", International Journal of Rock Mechanics and Mining Sciences, 2004. 41(2): p. 245-253.
[16] Huang, Y., "A user-material subroutine in cooperating single crystal plasticity in the ABAQUS finite element program ", 1991: Harvard Uni.
[17] Abadat A., "Investigating on fracture toughness changes of anisotropic rock", MSc thesis Tarbiat Modares Uni., 1393(In Persian).
[18] Hibbitt, K.S., ABAQUS/CAE USUr's Manual. 2000