Document Type : Original Research Paper

Authors

1 Department of Mining Engineering, Faculty of Engineering, Tarbiat Modares University, Tehran, Iran

2 Hamedan university of technology, mining engineering department, Hamedan, Iran

10.22044/jme.2025.16579.3241

Abstract

The characteristics of fragment size distribution caused by blasting operations in open-pit mines have a direct impact on the economic performance and productivity of mining companies. In this study, dynamic impact loading tests were carried out using the Split Hopkinson Pressure Bar (SHPB) system under a constant pressure of 12.5 MPa to investigate the influence of both the edge notch length and its position relative to the incident bar on the size distribution of fragmented iron ore. By analyzing the fragmentation distribution characteristics of specimens subjected to controlled laboratory impact loading, this study focuses on fundamental rock breakage mechanisms relevant to blasting operations in open-pit iron ore mines, where the fragmented material classified into three particle size categories: large, medium, and fine fragments. Based on this classification, the variation in the mass percentage of fragments with respect to notch length and its position relative to the incident bar was investigated. Ultimately, within the context of laboratory-scale fragmentation analysis, an effective range of notch lengths and positions relative to the incident bar was identified for achieving optimal fragmentation. The results revealed that a notch length between 0.2 and 0.4 and a notch position between L/2 and 2L/3 from the incident bar (where L equals sample length), produced the most favorable fragment size distribution. These findings can help link laboratory-scale fracture behavior to field-scale rock fragmentation considerations and contribute to a broader understanding of breakage processes in mining engineering.

Keywords

Main Subjects

[1]. Kuznetsov, V. M. (1973). The mean diameter of the fragments formed by blasting rock. Soviet mining science, 9(2), 144-148.‏
[2]. Cunningham, C. (1983). The Kuz-Ram model for prediction of fragmentation from blasting. In Proc. first int. symp. on rock fragmentation by blasting (pp. 439-453).‏
[3]. Azizi, A., & 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(4), 2013-2038.‏
[4]. Moomivand, H., & Vandyousefi, H. (2020). Development of a new empirical fragmentation model using rock mass properties, blasthole parameters, and powder factor. Arabian Journal of Geosciences, 13(22), 1173.‏
[5]. Moomivand, H., & Gheybi, M. (2024). Novel empirical models to assess rock fragment size by drilling and blasting. Measurement, 238, 115375.‏
[6]. Moomivand, H., Nayebi, S., Moomivand, H., & Masoumzad, H. (2025). An innovative method to assess specific charge, drilling and blasting costs considering critical factors of rock mass properties, fragment size and blasthole parameters. Results in Engineering, 106333.‏
[7]. Lilly, P. A. (1986). An empirical method of assessing rock mass blastability. Australia Large Open Pit Mining Conference.‏
[8]. Lilly, P. A. (1992, June). The use of the blastability index in the design of blasts for open pit mines. In Proceedings of Western Australian conference on mining geomechanics, Kalgoorlie, West Australia (pp. 8-9).‏
[9]. Moomivand, H., Soltanalinejad, S., & Karwansara, A. M. (2025). Assessment of the optimized stemming length considering rock fragmentation and escape of explosive gases using actual large-scale results. Results in Engineering, 25, 103575.‏
[10]. Soltanalinejad, S., & Moomivand, H. (2024). Development of a novel empirical approach to control overbreak, surface quality, and slope angle of benches following blasting. Canadian Geotechnical Journal, 62, 1-22.‏
[11]. Duan, B., Xia, H., & Yang, X. (2018). Impacts of bench blasting vibration on the stability of the surrounding rock masses of roadways. Tunnelling and Underground Space Technology, 71, 605-622.‏
[12]. Wang, J. W. (2013). The applied research of loose blasting technique in managing crushing accident of fully mechanized coal mining face. Advanced Materials Research, 734, 863-867.‏
[13]. Xie, H. P. (2017). Research framework and anticipated results of deep rock mechanics and mining theory. Advanced Engineering Sciences, 49(2), 1-16.‏
[14]. Xie, H. P., Gao, F., Ju, Y., Gao, M. Z., Zhang, R., Gao, Y. N., ... & Xie, L. Z. (2015). Quantitative definition and investigation of deep mining. J China Coal Soc 40 (1): 1–10.‏
[15]. Li, N. N., Li, J. C., Li, H. B., Liu, T. T., & Chai, S. B. (2015). SHPB experiment on influence of contact area of joints on propagation of stress wave. Journal of Rock Mechanics and Engineering, 34(10), 1994-2000.‏
[16]. Li, Y. X., Wang, Y. Y., & Cao, L. T. (2023). Effects of rough jointed rock mass using 3D printing technology on stress wave energy propagation. Exp. Mech, 38, 267-275.‏
[17]. Wang, L. M., Zhao, J., Hua, A. Z., & Song, H. W. (2003). The progress in study of regularity of a stress wave propagation in the jointed rock mass. Rock Soil Mech, 2, 602-605.‏
[18]. Pyrak-Nolte, L. J. (1996, December). The seismic response of fractures and the interrelations among fracture properties. In International journal of rock mechanics and mining sciences & geomechanics abstracts (Vol. 33, No. 8, pp. 787-802). Pergamon.‏
[19]. Cai, J. G., & Zhao, J. (2000). Effects of multiple parallel fractures on apparent attenuation of stress waves in rock masses. International Journal of Rock Mechanics and Mining Sciences, 37(4), 661-682.‏
[20]. Zhou, Z., Zhang, L., & Hou, H. J. (2020). Study on impact from filling on mechanical properties and energy evolution of jointed rock mass. Water Resources and Hydropower Engineering, 51, 117-23.‏
[21]. Liu, M., & Liu, E. (2017). Dynamic mechanical properties of artificial jointed rock samples subjected to cyclic triaxial loading. International Journal of Rock Mechanics and Mining Sciences, 98, 54-66.‏
[22]. WANG, P. T., HUANG, Z. J., REN, F. H., ZHANG, L., & CAI, M. F. (2020). Research on direct shear behaviour and fracture patterns of 3D-printed complex jointed rock models. Rock and Soil Mechanics, 41(1), 4.‏
[23]. LI, D., LIU, M., HAN, Z., & ZHOU, Z. (2019). Dynamic compressive mechanical properties of bedding sandstone with pre-existing hole. Journal of China Coal Society, (5).‏
[24]. Li, D., Wong, L. N. Y., Liu, G., & Zhang, X. (2012). Influence of water content and anisotropy on the strength and deformability of low porosity meta-sedimentary rocks under triaxial compression. Engineering Geology, 126, 46-66.‏
[25]. Qiu, J., Li, D., Li, X., & Zhou, Z. (2017). Dynamic fracturing behavior of layered rock with different inclination angles in SHPB tests. Shock and Vibration, 2017(1), 7687802.‏
[26]. Indraratna, B., Jayanathan, M., & Brown, E. T. (2008). Shear strength model for over consolidated clay-infilled idealised rock joints. Géotechnique, 58(1), 55-65.‏
[27]. Indraratna, B., Oliveira, D. A., Brown, E. T., & De Assis, A. P. (2010). Effect of soil–infilled joints on the stability of rock wedges formed in a tunnel roof. International Journal of Rock Mechanics and Mining Sciences, 47(5), 739-751.‏
[28]. Walton, G., Alejano, L. R., Arzua, J., & Markley, T. (2018). Crack damage parameters and dilatancy of artificially jointed granite samples under triaxial compression. Rock Mechanics and Rock Engineering, 51(6), 1637-1656.‏
[29]. Wang, I. T. (2015). Numerical simulation and experimental validation of the Mach reflection effect of shock wave underground surface blast. Journal of Vibroengineering, 17(3), 1413-1423.‏
[30]. Wang, S., Flores-Johnson, E. A., & Shen, L. (2017). A technique for the elimination of stress waves overlapping in the split Hopkinson pressure bar. Experimental Techniques, 41(4), 345-355.‏
[31]. Ding, X., Lu, X., Zhou, W., Shi, X., Luan, B., & Li, M. (2019). Blasting Impact Simulation Test and Fragmentation Distribution Characteristics in an Open‐Pit Mine. Shock and Vibration, 2019(1), 4080274.‏
[32]. Field, J. E., Walley, T. M., Proud, W. G., Goldrein, H. T., & Siviour, C. R. (2004). Review of experimental techniques for high-rate deformation and shock studies. International journal of impact engineering, 30(7), 725-775.‏
[33]. Dai, R. P., Guo, X. B., Gong, Q. M., Pu, C. J., & Zhang, Z. C. (2011). SHPB test on blasting damage protection of tunnel surrounding rock. Rock Soil Mech, 32(1), 77-83.‏
[34]. Shi, J. J., Guo, X. B., Xiao, Z. X., & Zhang, Z. (2005). Experimental study on ultrasonic velocity and damage properties of rock under dynamic loading. Min Res Dev, 25(6), 27-29.‏
[35]. Guo, H., Guo, L. J., Zhang, D. N., Liu, X., Qi, Y. D., & Gao, Y. (2015). Application of Hopkinson compressive bar experiment in blasting. Mod. Mining, 31(3), 174-176.‏
[36]. Liu, H. Y., Deng, Z. D., Wang, X. S., Zhang, J. H., & Zhang, L. M. (2014). Similar material test study of dynamic failure of jointed rock mass with SHPB. Rock Soil Mech, 35(3), 659-665.‏
[37]. Ju, Y., Li, Y., Xie, H., Song, Z., & Tian, L. (2006). Stress wave propagation and energy dissipation in jointed rocks. Yanshilixue Yu Gongcheng Xuebao/Chinese Journal of Rock Mechanics and Engineering, 25(12), 2426-2434.‏
[38]. Li, Y. X., Liu, J. F., & Qin, L. (2011). Experimental study on rule of energy dissipation of stress wave across rock joint. J. Exp. Mech, 26, 85-90.‏
[39]. Li, Y., Xie, H., Zhu, Z., Feng, H., & Ye, J. (2009). Study on rules of transmission and reflection of stress wave across fractal joint. Chinese journal of rock mechanics and engineering, 28(1), 120-129.‏
[40]. Li, X. L., Wang, J. G., Zhang, Z. Y., & Huang, Y. H. (2016). Experimental study for effects of strain rates and joint angles on dynamic responses of simulated rock materials [J]. Explosion and Shock Waves, 36(04), 483-490.‏
[41]. Yang, Y. A. N. G., Yang, R. S., & Wang, J. G. (2016). Simulation material experiment on dynamic mechanical properties of jointed rock affected by joint thickness. Journal of China University of Mining & Technology, 45(02), 211-216.‏
[42]. Zhang, W., Zhou, G. Q., Zhang, H. B., & Zhang, Y. (2009). Experimental research on the influence of obliquity on the mechanical characteristics of a fractured rock mass. J. China Univ. Min. Technol, 38(1), 30-33.‏
[43]. Ping, Q.; Wang, S.; Wu, Y.Y.; Sun, S.J.; Shen, K.; Wang, C.; Gao, Q.; Fang, C. (2022). Study on mechanical properties and energy consumption of fissured sandstone with different dip angles under impact load. Shock and Vibration, 2022(1), 5335357.‏
[44] Wang, J., Gao, Q., Lu, H., Liang, S. F., Huang, B., & Yang, Z. (2015). Impact response tests of layered medium with SHPB. J. Vib. shock, 34(19), 192-197.‏
[45]. Wang, J. G., Liang, S. F., Gao, Q. C., Li, X. L., Wang, L. N., & Zhao, Y. (2018). Experimental study of jointed angles impact on energy transfer characteristics of simulated rock material. Journal of Central South University (Science and Technology), 49(5), 1237-1243.‏
[46]. Du, W., Zhang, D., & Yu, B. (2023). Mechanical and fractal characteristics of sandstone with Pre-existing fissures of different lengths under varying impact loads in SHPB tests. Theoretical and Applied Fracture Mechanics, 125, 103884.‏
[47]. Kim, E., & Changani, H. (2016). Effect of water saturation and loading rate on the mechanical properties of Red and Buff Sandstones. International Journal of Rock Mechanics and Mining Sciences, 88, 23-28.‏
[48]. Xin, C. A. I., Yuan, Z. H. A. O., Lu, C. H. E. N., & Xi-bing, L. I. (2016). Strength characteristics of dry and saturated rock at different strain rates. Transactions of Nonferrous Metals Society of China, 26(7), 1919-1925.‏
[49]. Zhu, J., Deng, J., Ma, Y., Pak, R. Y., & Zhang, Z. (2022). Experimental study on the competing effects of strain rate and water weakening on compressive strength of saturated rocks. Engineering Geology, 310, 106873.‏
[50]. Feng, F., Chen, S., Han, Z., Golsanami, N., Liang, P., & Xie, Z. (2023). Influence of moisture content and intermediate principal stress on cracking behavior of sandstone subjected to true triaxial unloading conditions. Engineering Fracture Mechanics, 284, 109265.‏
[51]. Zhao, Y., Li, Q., Zhang, K., Yang, Y., & Gu, X. (2023). Effect of fissure angle on energy evolution and failure characteristics of fractured rock under uniaxial cyclic loading. Scientific Reports, 13(1), 2678.‏
[52]. You, W., Dai, F., Liu, Y., & Yan, Z. (2022). Effect of confining pressure and strain rate on mechanical behaviors and failure characteristics of sandstone containing a pre-existing flaw. Rock Mechanics and Rock Engineering, 55(4), 2091-2109.‏
[53]. Malachi, Q. T., Zhang, Z. X., Aladejare, A. E., Zhang, N., Paasovaara, N., & Arrieta, M. R. (2024). Effect of strain rate on specific fracture energy and micro-fracture surface properties of rock specimen under dynamic uniaxial compression. Engineering Fracture Mechanics, 295, 109763.‏
[54]. Yan, Z., Dai, F., Liu, Y., & Du, H. (2020). Experimental investigations of the dynamic mechanical properties and fracturing behavior of cracked rocks under dynamic loading. Bulletin of Engineering Geology and the Environment, 79(10), 5535-5552.‏
[55]. Yin, T., Lu, J., Guo, W., Wu, Y., & Ma, J. (2024). Dynamic mechanical response and damage constitutive model of end-jointed rock bridge with different water content states under impact load. Theoretical and Applied Fracture Mechanics, 130, 104255.‏
[56]. Zhu, J., Hu, S., & Wang, L. (2009). An analysis of stress uniformity for concrete-like specimens during SHPB tests. International Journal of Impact Engineering, 36(1), 61-72.‏
[57]. Ping, Q., Luo, X., Ma, Q. Y., & Yuan, P. (2015). Broken energy dissipation characteristics of sandstone specimens under impact loads. Chin. J. Rock Mech. Eng, 34, 4197-4203.‏