Abstract
This study aims to assess the squeezing rock severity at Draa Sfar deep underground mine in Morocco. In fact, this phenomenon is one of the frequent geotechnical issues occurring in deep underground mines, especially those excavated in weak rock formations. Therefore, this study is necessary to evaluate the squeezing potential of pelites, which are the most dominant formations at Draa Sfar mine’s deep levels, and to suggest ways for the management of this phenomenon in the mine. In this paper, previous studies related to squeezing rock phenomenon in both mining and tunneling contexts are presented. In addition, five empirical methods for squeezing rocks severity assessment are presented and compared. It was found that the method based on foliation spacing—stress to strength ratio matrix is the most accurate one to use in this study regarding the parameters it involves and its suitability to the underground mining context. Applying this method to Draa Sfar underground mine’s data shows that the squeezing rocks severity in the mine can go from a minor to a severe level depending on the interception angle. This allows for the comparison of the mine to other cases worldwide where the squeezing rock phenomenon was reported. These findings are useful to assess the environmental risk related to the squeezing of pelites at Draa Sfar underground mine and to adapt the galleries’ design to avoid its occurrence. Integrating our results into similar mining projects will serve to reduce the impact of the squeezing rock issue to ensure better mining conditions and to increase the safety of miners worldwide.
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References
Ait Lemkademe A, Michelot JL, Benkaddour A, Hanich L, Heddoun O (2022) Origin of groundwater salinity in the Draa Sfar Polymetallic mine area using conservative elements (Morocco). Water 15(1):82
Aydan Ö, Akagi T, Kawamoto T (1993) The squeezing potential of rocks around tunnels; theory and prediction. J Rock Mech Rock Eng 26(2):137–163
Chalhoub M (2006) Apports des méthodes d'homogénéisation numériques à la classification des massifs rocheux fracturés. Dissertation, National School of Mines of Paris, France, p 206
Clero K, Ed-Diny S, Cherkaoui M, Soror T, Rziki S, Achalhi M, El Fkihi S, Boanarijesy A (2022) A review of geotechnical instabilities identification and monitoring at deep underground mines: case of Draa Sfar Mine in Morocco. Int J Civ Infrastruct 5:51–59
Elouliji I, Ibnoussina M, Alansari A (2016) Geotechnical and corrosion study of rock bolts of Draa Sfar mine (Marrakesh, Morocco). Proceedings of the 5th international conference on integrity-reliability-failure, Porto/Portugal, 24–28 July 2016
Gao F, Stead D, Kang H (2015) Numerical simulation of squeezing failure in a coal mine roadway due to mining-induced stresses. Rock Mech Rock Eng 48:1635–1645. https://doi.org/10.1007/s00603-014-0653-2
Ghorbani M, Shahriar K, Sharifzadeh M, Masoudi R (2020) A critical review on the developments of rock support systems in high stress ground conditions. Int J Min Sci Technol 30(5):555–572
Goel RK, Jethwa JL, Dhar BB (1996) Effect of tunnel size on support pressure. Int J Rock Mech Min Sci Geomech Abstr 33(7):749–755
Hadjigeorgiou J, Karampinos E (2017) Design tools for squeezing ground conditions in hard rock mines. In: Wesseloo J (ed) Deep Mining 2017: Proceedings of the eighth international conference on deep and high stress mining, Australian Centre for Geomechanics, Perth, pp 693–705
Hammoum S (2017) Modélisation numérique du comportement mécanique d'une excavation à grande profondeur à l'aide d'une loi d'écrouissage tenant compte des effets du temps – application à la mine Westwood [Mémoire de maîtrise, École Polytechnique de Montréal]. PolyPublie
Hoek E (2001) Big tunnels in bad rock. J Geotech Geoenviron Eng 127(9):726–740
Hoek E, Marinos P (2000) Predicting tunnel squeezing problems in weak heterogeneous rock masses. Tunn Tunn Int 32(11):45–51
Jarni A, Mouguina M, Outzourith A, Khadiri M, Rziki S, Imzilen B (2013) Effets de l’environnement géologique et de la corrosion des boulons de soutènement sur la stabilité des ouvrages miniers: Cas du gisement polymétallique Draa Sfar (Jebilets Centrales, Maroc). In: Proceedings of the 8th international conference on magmatism, metamorphism, and associated mineralization, Marrakech, Morocco, p 9
Kang H, Jiang P, Wu Y, Gao F (2021) A combined “ground support-rock modification-destressing” strategy for 1000-m deep roadways in extreme squeezing ground condition. Int J Rock Mech Min Sci 142:104746
Karampinos E, Hadjigeorgiou J, Turcotte P, Mercier-Langevin F (2015) Large-scale deformation in underground hard-rock mines. J South Afr Inst Min Metall 115(7):645–652
Karampinos E, Hadjigeorgiou J, Pierce M (2018) Explicit representation of rock reinforcement in 3D DEM models for foliated ground. J South Afr Inst Min Metall 118(12):1243–1250
Karampinos E (2016) Management of squeezing ground conditions in hard rock mines. Dissertation. University of Toronto, Canada
Mercier-Langevin F, Hadjigeorgiou J (2011) Toward a better understanding of squeezing potential in hard rock mines. Min Technol 120(1):36–44
Mercier-Langevin P (2005) Géologie du gisement de sulfures massifs volcanogènes aurifères Laronde, Abitibi, Québec. Dissertation, National Institute of Scientific Research, University of Quebec
Mezger F, Ramoni M, Anagnostou G, Dimitrakopoulos A, Meystre N (2017) Evaluation of higher capacity segmental lining systems when tunnelling in squeezing rock. Tunn Undergr Space Technol 65:200–214
Mezger F, Ramoni M, Anagnostou G (2018) Options for deformable segmental lining systems for tunnelling in squeezing rock. Tunn Undergr Space Technol 76:64–75
Rziki S, Alansari A, Mouguina E M, Simard J, Zouhair M, Maacha L (2012) Contribution of geological and geophysical 3D models to the development of the polymetallic deposit of Draa Sfar (Hercinian Massif of Central Jebilets, Morocco). Estud geol (Madr.) 68
Rziki S (2012) Environnement géologique et modèle 3D du gisement polymétallique de Draa Sfar (Massif hercynien des Jebilets, Maroc): Implications et perspectives de développement. Dissertation, Semlalia Faculty of Science, Marrakech, Morocco, p 294
Salama L et al. (2016) Mining exploration using 3D geological modeling: Draa Sfar deposit’s case study (Central Jbilets, Morocco). Int J of Innov and Sci Res 22:72–89
Salama L et al. (2018) Numerical heat and fluid flow modeling of the Hercynian Draa Sfar polymetallic (Zn–Pb–Cu) massive sulfide deposit, Central Jbilets. Morocco Arab J Geosci 11(24):1–19
Singh B, Jethwa JL, Dube AK, Singh B (1992) Correlation between observed support pressure and rock mass quality. Tunn Undergr Space Technol 7(1):59–74. https://doi.org/10.1016/0886-7798(92)90114-W
Terzaghi K (1946) Rock defects and loads on tunnel supports In: Proctor RV, White T (eds) Rock engineering with steel support. Commercial Shearing, Youngstown, pp 15–99
Verma RK, Chandra S (2020) Polyaxial strength criterion and closed-form solution for squeezing rock conditions. J Rock Mech Geotech Eng 12(3):507–515
Yadav P, Sharan S (2019) Numerical investigation of squeezing in underground hard rock mines. Rock Mech Rock Eng 52:1211–1229. https://doi.org/10.1007/s00603-018-1632-9
Zhang C, Cui G, Zhang Y, Zhou H, Liu N, Huang S (2020) Squeezing deformation control during bench excavation for the Jinping deep soft-rock tunnel. Eng Fail Anal 116:104761
Zhou J, Zhu S, Qiu Y et al. (2022) Predicting tunnel squeezing using support vector machine optimized by whale optimization algorithm. Acta Geotech 17:1343–1366. https://doi.org/10.1007/s11440-022-01450-7
Acknowledgements
We would like to thank the MANAGEM Group and its subsidiary CMG for allowing us to conduct research on the Draa Sfar site as an industrial partner in this project. As a reminder, this publication is part of the work undertaken by different partners composed of MASCIR (Moroccan Foundation for Advanced Science, Innovation and Research), REMINEX Engineering, R&D and Project Management, MANAGEM group, ENSMR (National School of Mines of Rabat), UCA (University Cadi Ayyad) and ENSIAS (National School of Computer Science and Systems Analysis). This research is conducted within the framework of the “Intelligent Connected Mine” project, which has been supported by the Moroccan Ministry of Higher Education, Scientific Research and Innovation, the Digital Development Agency (DDA), and the National Center for Scientific and Technical Research of Morocco (CNRST) through the Al-Khawarizmi project in addition to MANAGEM group and MASCIR support for this project.
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Clero, K., Ed-Diny, S., Cherkaoui, M. et al. Squeezing rock phenomenon characterization and management at Draa Sfar underground mine in Morocco. Euro-Mediterr J Environ Integr 9, 431–443 (2024). https://doi.org/10.1007/s41207-023-00441-8
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DOI: https://doi.org/10.1007/s41207-023-00441-8