[1]. Aleotti, P., & Chowdhury, R. (1999). Landslide Hazard Assessment: Summary Review and New Perspectives. Bulletin of Engineering Geology and the Environment, 58, 21-44.
[2]. Read, J., & Stacey, P. (2009). Guidelines for open-pit slope design. CSIRO Publishing, Collingwood, VIC, Australia.
[3]. Quansah, E. A., Anani, A., & Adewuyi, S. (2024). Optimizing Overall Slope Angle and Net Present Value (NPV) Through the Utilization of Ground-Based Pit Wall Monitoring Data. In the 58th U.S. Rock Mechanics/Geomechanics Symposium. 58th U.S. Rock Mechanics/Geomechanics Symposium. ARMA.
[4]. CIM. (2019). CIM Estimation of Mineral Resources and Mineral Reserves Best Practice Guidelines. Retrieved from https://www.bcsc.bc.ca/-/media/PWS/Resources/For_Companies/Mining/CIM-Best-Practices-Guidelines-November- 29-2019.pdf.
[5]. Altuntov, F. K., & Erkayaoğlu, M. (2021). A New Approach to Optimize Ultimate Geometry of Open Pit Mines with Variable Overall Slope Angles. In Natural Resources Research. Springer Science and Business Media LLC, 30(6), 4047–4062.
[6]. Kumar, V., & Parkash, V. (2015). A model study of slope stability in mines situated in South India. Adv. Appl. Sci. Res. 6, 82-90.
[7]. Liu, W., Sheng, G., Kang, X., Yang, M., Li, D., & Wu, S. (2024). Slope Stability Analysis of Open-Pit Mine Considering Weathering Effects. Applied Sciences, 14(18), 8449.
[8]. Bezie, G., Chala, E.T., Jilo, N.Z. et al. (2024). Rock slope stability analysis of a limestone quarry in a case study of a National Cement Factory in Eastern Ethiopia. Sci Rep 14, 18541.
[9]. Jelani, J., Adnan, N., Husen, H., Mohd Daud, M.N., & Sojipto, S. (2020). The effects of ground water level fluctuation on slope stability. Zulfaqar Journal of Defence Science, Engineering & Technology, 3(1).
[10]. Sjöberg, J. (1996). Large scale slope stability in open pit mining: a review.
[11]. Stacey, T. R., & Swart, A. H. (2001). Booklet Practical Rock Engineering Practice for Shallow and Opencast Mines, Johannesburg. The Safety in Mines Research Advisory Committee (SIMRAC).
[12]. Hustrulid, W.A., Mccarter, M.K., & Zyl, D.J.A. (2001). Slope Stability in Surface Mining.
[13]. Eberhardt, E. (2003). Rock slope stability analysis—utilization of advanced numerical techniques, Earth Ocean Sci. UBC Vanc. Canada.
[14]. Jiao, J.J., X.S. Wang, & S. Nandy. (2005). Confined groundwater zone and slope instability in weathered igneous rocks in Hong Kong. Engineering Geology, 80(1), 71-92.
[15]. Read, J., & Stacey, P. (2009). Guidelines for Open Pit Slope Design, CSIRO Publishing.
[16]. Niu Zhiguo, et al. (2011). The stability analysis of the dike slope in Bdg reservoir under the seepage of flood. Procedia Engineering 15, 5263-5267.
[17]. Yu-kun, G., ZHANG, B.N., Li-ming, L., & Zhian, H. (2011). Research on index system of rock slope safety evaluation for open pit mine. Procedia Engineering, 26, 1692-1697.
[18]. Weifeng, Z., Lianheng, Z., & Dongping, D. (2012). Improved Sliding Surface Search Method for Stability Analysis of Complex Slopes. International Conference on Structural Computation and Geotechnical Mechanics.
[19]. Miscevic, P., & Vlastelica, G. (2014). Impact of weathering on slope stability in soft rock mass “Journal of Rock Mechanics and Geotechnical Engineering, 6, 240-250.
[20]. Rabie, M. (2014). Comparison study between traditional and finite element methods for slopes under heavy rainfall. HBRC Journal, 10, 160-168.
[21]. Shao, W., Bogaard, T.H., & Bakker, M. (2014). How to Use COMSOL Multiphysics for coupled dual-permeability hydrological and slope stability modeling” Procedia Earth and Planetary Science, 9, 83-90.
[22]. Ahmadi-Adli, M., Kartal Toker, N., & Huvaj, N. (2014). Prediction of seepage and slope stability in a flume test and an experimental field case. Procedia Earth and Planetary Science, 9,189-194.
[23]. Simataa, E. (2019). Investigating slope stability in an open pit mine - a case study of the phyllites western wall at sentinel pit.
[24]. Devy, S. D., & Hutahayan, P. P. (2021). Groundwater Effect on Slope Stability in Open Pit Mining: a Case of West Kutai Regency, East Kalimantan, Indonesia. In Journal of Geoscience, Engineering, Environment, and Technology, 6(4), 192-205.
[25]. Setyananda, A., Novi Hartami, P., Maulana, Y., Jamal Tuheteru, E., Korra Herdyanti, M., & Putra, D. (2024). Analysis of the Influence of Groundwater Level on Slope Stability at Highwall PT. X, South Kalimantan. In IOP Conference Series: Earth and Environmental Science, 1339(1), 012029. IOP Publishing.
[26]. Weifeng, Z., Lianheng, Z., & Dongping, D. (2012). Improved Sliding Surface Search Method for Stability Analysis of Complex Slopes. International Conference on Structural Computation and Geotechnical Mechanics.
[27]. Altuntov, F. K., & Erkayaoğlu, M. (2021). A New Approach to Optimize Ultimate Geometry of Open Pit Mines with Variable Overall Slope Angles. In Natural Resources Research, 30(6), 4047–4062. Springer Science and Business Media LLC.
[28]. Salu, S., & Bima, B. (2024). The Impact of Mine Opening Expansion on Slope Stability: A Case Study in North Konawe Southeast Sulawesi Province Indonesia. Journal of Mining and Environment, Online First.
[29]. Alibabaie, N., Esmaeily, D., Peters, S. T. M., Horn, I., Gerdes., A., Nirooamand, S., Jian, W., Mansouri, T., Tudeshki, H., & Lehmann, B. (2020). Evolution of the Kiruna-type Gol-e-Gohar iron ore district, Sanandaj-Sirjan zone, Iran. In Ore Geology Reviews, 127, 103787. Elsevier BV.
[30]. Špago, A., & Jovanovski, M. (2019) Applicability of the Geological Strength Index (GSI) classification for carbonate rock mass Primjena "Geological Strength Index" (GSI) klasifikacije na karbonatne stijenske massive. Conference of Geotechnical chalenges in Karts, Omis, Croatia.
[31]. Qureshi, M.U., K. M. Khan, N. Bessaih, K. Al-Mawali & K. Al-Sadrani. (2014). An empirical relationship between in-situ permeability and RQD of discontinuous sedimentary rocks. Electronic Journal of Geotechnical Engineering, 19, 4781-4790.
[32]. El-Naqa, A. (2001). The hydraulic conductivity of the fractures intersecting Cambrian sandstone rock masses, central Jordan. Environmental Geology, 40(8), 973-982.
[33]. Shahbazi, A., Saeidi, A., & Chesnaux, R. (2020). A review of existing methods used to evaluate the hydraulic conductivity of a fractured rock mass. In Engineering Geology, 265, 105438.
[34]. Jiang, X. W., L. Wan, X. S. Wang, X. Wu & X. Zhang. (2009). Estimation of rock mass deformation modulus using variations in transmissivity and RQD with depth. International Journal of Rock Mechanics and Mining Sciences 46(8), 1370-1377.
[35]. Atangana, A. (2018). Aquifers and Their Properties. In Fractional Operators with Constant and Variable Order with Application to Geo-Hydrology, 1-13.
[36]. Zhao, C., Zhang, Z., & Lei, Q. (2021). Role of hydro-mechanical coupling in excavation-induced damage propagation, fracture deformation and microseismicity evolution in naturally fractured rocks. In Engineering Geology 289, 106169. Elsevier BV.
[37]. Sanei, M. (2020). Numerical and experimental study of coupled nonlinear geomechanics and fluid flow applied to reservoir simulation. PhD thesis of State University of Campinas.
[38]. Duran, O., Sanei, M., Devloo, P.R.B. et al. (2020). An enhanced sequential fully implicit scheme for reservoir geomechanics. Comput Geosci 24, 1557–1587.
[39]. Sanei, M., Duran, O., Devloo, P.R.B. et al. (2021). Analysis of pore collapse and shear-enhanced compaction in hydrocarbon reservoirs using coupled poro-elastoplasticity and permeability. Arab J Geosci 14, 645.
[40]. Sanei, M., Duran, O., Devloo, P.R.B. (2019). Numerical modeling of pore collapse in hydrocarbon reservoirs using a cap plasticity constitutive model. In Proceedings of the 14th International Congress on Rock Mechanics and Rock Engineering, Brazil. ISRM14CONGRESS-2019-377.
[41]. Zhao, Y., Liu, Q., Lin, H., Wang, Y., Tang, W., Liao, J., Li, Y., & Wang, X. (2023). A Review of Hydromechanical Coupling Tests, Theoretical and Numerical Analyses in Rock Materials. Water, 15(13), 2309.
[42]. Sanei, M., Duran, O., Devloo, P.R.B. et al. (2022). Evaluation of the impact of strain-dependent permeability on reservoir productivity using iterative coupled reservoir geomechanical modeling. Geomech. Geophys. Geo-energ. Geo-resour. 8, 54.
[43]. Hudson, J., & Harrison, J. (2000). Engineering Rock Mechanics: An Introduction to the Principles, 2(2000), 114. London: Elsevier Science Ltd.
[44]. Eldebro C. (2003). Rock mass strength—a review. Technical Report, Lulea˚ University of Technology, Lulea.
[45]. Palmström, A. (1995). Characterizing rock burst and squeezing by the rock mass index. International conference in design and construction of underground structures. 10, 10.
[46]. Bobet, A. (2010). Numerical Methods in Geo-Mechanics. The Arabian Journal for Science and Engineering, 35, 27-48.
[47]. Geomechanical report of Golgohar Sirjan mine. (2024).
)