[1] Q. B. Zhang and J. Zhao, “A review of dynamic experimental techniques and mechanical behaviour of rock materials,” Rock Mech. rock Eng., vol. 47, no. 4, pp. 1411–1478, 2014.
[2] G. R. Johnson and T. J. Holmquist, “A computational constitutive model for brittle materials subjected to large strains, high strain rates, and high pressures,” in Shock wave and high-strain-rate phenomena in materials, CRC Press, 2023, pp. 1075–1082.
[3] G. R. Johnson and T. J. Holmquist, “An improved computational constitutive model for brittle materials,” in AIP conference proceedings, American Institute of Physics, 1994, pp. 981–984.
[4] H. A. Ai and T. J. Ahrens, “Simulation of dynamic response of granite: A numerical approach of shock-induced damage beneath impact craters,” Int. J. Impact Eng., vol. 33, no. 1–12, pp. 1–10, 2006.
[5] H. Huang, W. Li, and Z. Lu, “Determination of parameters of Johnson-Holmquist-II (JH-2) constitutive model for red sandstone,” in Journal of Physics: Conference Series, IOP Publishing, 2021, p. 012071.
[6] M. A. Karasev, R. O. Sotnikov, V. Y. Sinegubov, N. A. Egorova, K. V Makarov, and A. I. Thorikov, “Development of a model for predicting the dynamic effect on the stability of rock excavation,” in Journal of Physics: Conference Series, IOP Publishing, 2019, p. 012051.
[7] G. W. Ma and X. M. An, “Numerical simulation of blasting-induced rock fractures,” Int. J. Rock Mech. Min. Sci., vol. 45, no. 6, pp. 966–975, 2008.
[8] M. M. D. Banadaki and B. Mohanty, “Numerical simulation of stress wave induced fractures in rock,” Int. J. Impact Eng., vol. 40, pp. 16–25, 2012.
[9] F. Zhu and J. Zhao, “Peridynamic modelling of blasting induced rock fractures,” J. Mech. Phys. Solids, vol. 153, p. 104469, 2021.
[10] P. Baranowski, M. Kucewicz, M. Pytlik, and J. Małachowski, “Shock-induced fracture of dolomite rock in small-scale blast tests,” J. Rock Mech. Geotech. Eng., vol. 14, no. 6, pp. 1823–1835, 2022.
[11] F. Ren, T. Fang, and X. Cheng, “Study on rock damage and failure depth under particle water-jet coupling impact,” Int. J. Impact Eng., vol. 139, p. 103504, 2020.
[12] T. J. Holqmuist, G. R. Johnson, and W. Cook, “A computational constitutive model for concrete subjected to large strains, high strain rate, and high pressures,” in 14th international symposium on ballistics, 1993, pp. 591–600.
[13] M. Kucewicz, P. Baranowski, and J. Małachowski, “Dolomite fracture modeling using the Johnson-Holmquist concrete material model: Parameter determination and validation,” J. Rock Mech. Geotech. Eng., vol. 13, no. 2, pp. 335–350, 2021.
[14] B. Xie, Z. Yan, Y. Du, Z. Zhao, and X. Zhang, “Determination of Holmquist–Johnson–Cook constitutive parameters of coal: laboratory study and numerical simulation,” Processes, vol. 7, no. 6, p. 386, 2019.
[15] Y. Liu, J. Wei, and T. Ren, “Analysis of the stress wave effect during rock breakage by pulsating jets,” Rock Mech. Rock Eng., vol. 49, no. 2, pp. 503–514, 2016.
[16] B. Xie, D. Chen, H. Ding, G. Wang, and Z. Yan, “Numerical Simulation of Split‐Hopkinson Pressure Bar Tests for the Combined Coal‐Rock by Using the Holmquist–Johnson–Cook Model and Case Analysis of Outburst,” Adv. Civ. Eng., vol. 2020, no. 1, p. 8833233, 2020.
[17] L. J. Malvar and D. Simons, “Concrete material modeling in explicit computations,” in Proceedings, workshop on recent advances in computational structural dynamics and high performance computing, USAE waterways experiment station, Vicksburg, MS, 1996, pp. 165–194.
[18] L. J. Malvar, J. E. Crawford, J. W. Wesevich, and D. Simons, “A plasticity concrete material model for DYNA3D,” Int. J. Impact Eng., vol. 19, no. 9–10, pp. 847–873, 1997.
[19] M. Kucewicz, P. Baranowski, and J. Małachowski, “Determination and validation of Karagozian-Case Concrete constitutive model parameters for numerical modeling of dolomite rock,” Int. J. Rock Mech. Min. Sci., vol. 129, p. 104302, 2020.
[20] A. Mardalizad, M. Caruso, A. Manes, and M. Giglio, “Investigation of mechanical behaviour of a quasi-brittle material using Karagozian and Case concrete (KCC) model,” J. Rock Mech. Geotech. Eng., vol. 11, no. 6, pp. 1119–1137, 2019.
[21] A. Mardalizad, T. Saksala, A. Manes, and M. Giglio, “Numerical modeling of the tool-rock penetration process using FEM coupled with SPH technique,” J. Pet. Sci. Eng., vol. 189, p. 107008, 2020.
[22] Y. Tian, Y. Sang, and J. Liu, “A numerical model for rock cutting with diamond circular saw blade based on smoothed particle galerkin method,” Math. Probl. Eng., vol. 2022, no. 1, p. 2036301, 2022.
[23] M. Kucewicz, P. Baranowski, Ł. Mazurkiewicz, and J. Małachowski, “Comparison of selected blasting constitutive models for reproducing the dynamic fragmentation of rock,” Int. J. Impact Eng., vol. 173, p. 104484, 2023.
[24] W. Riedel, K. Thoma, S. Hiermaier, and E. Schmolinske, “Penetration of reinforced concrete by BETA-B-500 numerical analysis using a new macroscopic concrete model for hydrocodes,” in Proceedings of the 9th International Symposium on the Effects of Munitions with Structures, Berlin-Strausberg Germany, 1999, pp. 315–322.
[25] H. Rouhani, M. Arash, and E. Farrokh, “Investigating the effects of confining pressure and loading rate on damage propagation and mode I stress intensity factor of granite using the RHT constitutive model,” Geomech. Geophys. Geo-Energy Geo-Resources, vol. 11, no. 1, p. 79, 2025.
[26] H. Rouhani and E. Farrokh, “Failure analysis of Nehbandan granite under various stress states and strain rates using a calibrated Riedel–Hiermaier–Thoma constitutive model,” Geomech. Geophys. Geo-Energy Geo-Resources, vol. 10, no. 1, p. 157, 2024.
[27] Q. Jiang, S. Zhong, J. Cui, X.-T. Feng, and L. Song, “Statistical characterization of the mechanical parameters of intact rock under triaxial compression: an experimental proof of the Jinping marble,” Rock Mech. Rock Eng., vol. 49, no. 12, pp. 4631–4646, 2016.
[28] Z. Liu and J. Shao, “Strength behavior, creep failure and permeability change of a tight marble under triaxial compression,” Rock Mech. Rock Eng., vol. 50, no. 3, pp. 529–541, 2017.
[29] Z. Wang, S. Li, J. Wang, F. Xiong, and L. Xie, “Mechanical behavior, mesoscopic properties and energy evolution of deeply buried marble during triaxial loading,” Int. J. Damage Mech., vol. 31, no. 10, pp. 1592–1612, 2022.
[30] L. X. Xie, W. B. Lu, Q. B. Zhang, Q. H. Jiang, M. Chen, and J. Zhao, “Analysis of damage mechanisms and optimization of cut blasting design under high in-situ stresses,” Tunn. Undergr. Sp. Technol., vol. 66, pp. 19–33, 2017.
[31] C. Grunwald, B. Schaufelberger, A. Stolz, W. Riedel, and T. Borrvall, “A general concrete model in hydrocodes: verification and validation of the Riedel–Hiermaier–Thoma model in LS-DYNA,” Int. J. Prot. Struct., vol. 8, no. 1, pp. 58–85, 2017.
[32] H. Yu and K. Ng, “Analytical model for failure strength of brittle rocks under triaxial compression and triaxial extension,” Int. J. Geomech., vol. 22, no. 4, p. 06022003, 2022.