[2] Bieniawski, Z.T., 1989. Engineering rock mass classifications: A complete manual for engineers and geologists in mining, civil, and petroleum engineering. Wiley, New York, pp. 45-67.
[3] Hoek, E. and Brown, E.T., 1997. Practical estimates of rock mass strength. International Journal of Rock Mechanics and Mining Sciences, 34(8), pp. 1165-1186.
[4] Hudson, J.A. and Harrison, J.P., 1997. Engineering rock mechanics: An introduction to the principles. Oxford: Pergamon, pp. 100-150.
[6] Rocchi, V., Tomio, P. and Pasquetto, A., 2014. Numerical modelling of blast-induced rock fragmentation in jointed rock masses. International Journal of Rock Mechanics and Mining Sciences, 67, pp. 32-41.
[7] Ghosh, A. and Daemen, J.J.K., 1983. A study of crack patterns in blasting. International Journal of Rock Mechanics and Mining Sciences and Geomechanics Abstracts, 20(1), pp. 39-47.
[8] Brady, B.H.G. and Brown, E.T., 2006. Rock mechanics: For underground mining. 3rd ed. London: Springer, pp. 101-120.
[9] Elmo, D. and Stead, D., 2015. An integrated numerical modelling - discrete fracture network approach applied to the characterisation of joint persistence. Rock Mechanics and Rock Engineering, 48(1), pp. 225-244.
[10] Singh, R., Maheshwari, B.K. and Gokhale, S., 2016. Influence of infill material on blast performance and fragmentation. Journal of Mining Science, 52(2), pp. 245-256.
[11] Wang, X., Li, X. and Yang, Z., 2018. Effects of joint orientation and dip on blast-induced damage in rock masses. Engineering Geology, 244, pp. 98-106.
[12] Cao, R., Li, X. and Huang, F., 2020. Influence of joint persistence on rock fragmentation using the finite-discrete element method. Computers and Geotechnics, 118, p.103304.
[13] Khandelwal, M. and Singh, T.N., 2009. Prediction of blast-induced ground vibration using artificial neural network. International Journal of Rock Mechanics and Mining Sciences, 46(7), pp. 1214-1222.
[14] Tulu, I.B. and Heasley, K.A., 2017. The role of joint orientation on pillar stability in underground mining. International Journal of Rock Mechanics and Mining Sciences, 93, pp. 69-79.
[15] Abass, H.H. and Misra, A., 2018. Effect of joint orientation on rock fragmentation and strength under different stress regimes. Journal of Rock Mechanics and Geotechnical Engineering, 10(2), pp. 231-240.
[16] Liu, D. and He, Z., 2019. Effect of microstructure on rock fragmentation and energy dissipation. Geomechanics and Geophysics for Geo-Energy and Geo-Resources, 5(3), pp. 297-309.
[17] Saroglou, H. and Tsiambaos, G., 2018. The influence of rock macro- and microstructure on uniaxial compressive strength: A comprehensive review. Engineering Geology, 245, pp. 130-144.
[18] Jing, H., Zhang, G., Zhang, X. and Duan, K., 2020. Effect of micro- and macro-scale structural features on rock fragmentation in mining. Engineering Geology, 271, p. 105612.
[19] Yang, S.Q. and Zhang, Y.C., 2019. Experimental investigation on the mechanical behaviour of sandstone with different water contents under uniaxial compression. Geomechanics and Geophysics for Geo-Energy and Geo-Resources, 5(3), pp. 297-309.
[20] Liu, D., Liu, Z. and Chen, Z., 2021. Water saturation effects on rock damage and energy dissipation in mining-induced dynamic loading. Journal of Rock Mechanics and Geotechnical Engineering, 13(3), pp. 662-673.
[21] Karakul, H. and Ulusay, R., 2017. Effect of joint infillings on the mechanical properties of rock discontinuities: An experimental approach. Rock Mechanics and Rock Engineering, 50(10), pp. 2621-2639.
[22] Kumar, R., Singh, P.K. and Singh, R., 2021. Impact of joint alteration and infill material on rock mass strength and stability during blasting. Journal of Geotechnical and Geoenvironmental Engineering, 147(9), p. 04021121.
[23] Jimeno, C.L., Jimeno, E.L. and Carcedo, F.J.A., 1995. Drilling and blasting of rocks. Rotterdam: Balkema, pp. 120-135.
[24] Hustrulid, W., 1999. Blasting principles for open pit mining. Boca Raton: CRC Press, pp. 145-153.
[25] Palmström, A., 2014. Measurements of and correlations between block size and rock quality designation (RQD). Tunnelling and Underground Space Technology, 40, pp. 60-73.
[26] Zhang, L., Zhang, L. and Chen, H., 2016. Estimation of volumetric joint count from joint traces on borehole walls. International Journal of Rock Mechanics and Mining Sciences, 83, pp. 243-253.
[27] Zhang, L., Zhang, L. and Chen, H., 2019. Influence of joint orientation on fragmentation patterns. Journal of Mining Science, 56(3), pp. 100-110.
[28] Hoek, E., Marinos, P. and Tsiambaos, G., 1995. The Geological Strength Index (GSI): A new tool for the classification of rock masses. Tunnelling and Underground Space Technology, 10(2), pp. 193-211.
[29] Singh, R. and Roy, A., 2020. A comparative study on site-specific modifications to conventional rock mass classification systems. Journal of Rock Mechanics and Geotechnical Engineering, 23(3), pp. 175-185.
[30] Zhao, X., Liu, Y., and Zhang, L., 2021. Modelling of blasting-induced fractures in jointed rock masses: A case study. International Journal of Rock Mechanics and Mining Sciences, 142, pp. 105080.
[31] Li, Q., Li, Y., and Wu, X., 2022. Effect of rock mass anisotropy on blast-induced rock fragmentation. Geotechnical Testing Journal, 45(5), pp. 123-135.
[32] Azizi, A. and Moomivand, H., 2021. A new approach to represent impact of discontinuity spacing and rock mass description on the median fragment size of blasted rocks using image analysis of rock mass. Rock Mechanics and Rock Engineering, 54, pp. 2013-2038.
[33] Palmström, A., 2005. The Rock Mass Index (RMi) and its application to rock blasting operations. Journal of Geotechnical Engineering, 57(2), pp. 55-65.
[34] Lyana, N., Thomas, P., and McCrory, A., 2016. Joint orientation and blast wave propagation in fragmented rock. Geotechnical Engineering Review, 12(1), pp. 30-45.
[35] Choudhary, A. and Agrawal, R., 2022. Micro and macrostructural features affecting rock fragmentation. Engineering Geology, 245, pp. 50-70.
[36] Lilly, M., 1986. The application of blastability indices in rock mass classification. International Journal of Rock Mechanics and Mining Sciences, 26(1), pp. 11-19.
[37] Hoek, E. and Brown, E.T., 1980. Empirical strength criterion for rock masses. Journal of Geotechnical Engineering, 106(2), pp. 361-382.
[38] Bieniawski, Z.T., 1989. The development of the Rock Mass Rating (RMR) system. Journal of Geotechnical Engineering, 5(6), pp. 14-25.
[39] R Core Team, 2023.
R: A language and environment for statistical computing, R Foundation for Statistical Computing, Vienna, Austria.
https://www.r-project.org/.
[40] Soufi, A., Bahi, L., Oouadif, L. and Kissai, J.E., 2018. Correlation of rock mass classification parameters obtained from bore core and in situ observations. MATEC Web of Conferences, 149, 02030.
[41] Czinder, B. and Török, Á., 2021. Strength and abrasive properties of andesite: relationships between strength parameters measured on cylindrical test specimens and micro-Deval values. Bulletin of Engineering Geology and the Environment, 80, pp. 8871-8889.
[42] Mohanty, P., 1990. Blast-induced structural damage in rock masses. Geomechanics and Geoengineering, 10(4), pp. 47-56.
[43] Bhandari, K., 1997. Understanding energy dissipation in fractured rocks. Journal of Mining Science, 33(1), pp. 97-103.
[44] Khaoula, S., 2023. Understanding the role of discontinuity in blast fragmentation. Journal of Geotechnical Engineering, 12(2), pp. 102-118.
[45] Mwale, T., 2015. Phenomenology of control blasting in close proximity to densely populated communities - A case study of Mopan's area J open pit, Doctoral dissertation, The University of Zambia, pp. 20-49.