207 Finally, the proposed method has already been implemented at the Rudna mine, where it supported a design choice that balances operational safety with production efficiency. This demonstrates the applicability of the workflow as a practical decision-support tool for deep room-and-pillar operations, particularly when combined with systematic underground monitoring and continuous model updating. ACKNOWLEDGEMENTS This work was carried out within the EU Horizon Europe project - PERSEPHONE (Grant Agreement No. 101138451). REFERENCES Brady, B. H. G., & Brown, E. T. (2006). Rock mechanics for underground mining (3rd ed.). Dordrecht, Netherlands: Springer. Cai, M., Kaiser, P. K., Tasaka, Y., Minami, M., & Maejima, T. (2004). Generalized crack initiation and crack damage stress thresholds of brittle rock masses near underground excavations. International Journal of Rock Mechanics and Mining Sciences, 41(5), 833– 847. Diederichs, M. S. (2004). Damage initiation and propagation in hard rock during tunnelling and mining. International Journal of Rock Mechanics and Mining Sciences, 41(5), 785–812. Gibowicz, S. J., & Kijko, A. (1994). An introduction to mining seismology. San Diego, CA: Academic Press. He, M. (2018). Rockburst mechanism research and its control. Journal of Rock Mechanics and Geotechnical Engineering, 10(4), 579–593. Hoek, E., & Brown, E. T. (1997). Practical estimates of rock mass strength. International Journal of Rock Mechanics and Mining Sciences, 34(8), 1165–1186. Hoek, E., Carranza-Torres, C., & Corkum, B. (2002). Hoek–Brown failure criterion—2002 edition. In Proceedings of NARMS–TAC 2002. Toronto, Canada. Hudyma, M., & Potvin, Y. (2010). An engineering approach to seismic risk management in hardrock mines. Rock Mechanics and Rock Engineering, 43, 891–906.
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