[2]. Amarsaikhan, T. , Shimada, H. , Wahyudi, S. , Sasaoka, T. and Hamanaka, A. (2018). Optimization of Dump Bench Configuration to Improve Waste Dump Capacity of Narynsukhait Open-Pit Coal Mine. International Journal of Geosciences, 9, 379-396. DOI: 10.4236/ijg.2018.96024.
[3]. Jorge Puell Ortiz (2017). Methodology for a dump design optimization in large scale open-pit mines. Cogent Engineering, 4:1, 1387955, DOI: 10.1080/23311916.2017.1387955.
[4]. Bui, XN., Nguyen, H. and Choi, Y. (2020). Prediction of slope failure in open-pit mines using a novel hybrid artificial intelligence model based on decision tree and evolution algorithm. Sci Rep 10, 9939 DOI: 10.1038/s41598-020-66904-y.
[5]. Zhang, D., et al. (2014). Study on Formation Mechanism of Dumping Piles on Dumping Area Stability. Open Journal of Geology, 4, 161-175. DOI:
10.4236/ojg.2014.44012
[6]. Peng, C., Ji, D., Zhao, L. and Ren, F.H., (2013). Study on Limit Height and its Stability of Open-Pit Dump based on Basement Bearing Mechanism. AMM 405–408, 177–181. DOI:
10.4028/www.scientific.net/amm.405-408.177
[7]. Russell, M. (2008). So you want to have the best possible waste rock dump. in Proceedings First International Seminar on the Management of Rock Dumps, Stockpiles and Heap Leach Pads (Rock Dumps 2008), A.B. Fourie (Ed), 5–6 March 2008, Perth, Australia, Australian Centre for Geomechanics, Perth, pp. 117–128.
[8]. Petra Zástěrová, Marian Marschalko, Dominik Niemiec, Jan Durďák, Roman Bulko. and Jozef Vlček, (2015). Analysis of Possibilities of Reclamation Waste Dumps after Coal Mining. Procedia Earth and Planetary Science, Volume 15, Pages 656-662. DOI:
10.1016/j.proeps.2015.08.077
[9]. Duncan, J.M. (1996). State of the Art: Limit Equilibrium and Finite-Element Analysis of Slopes. Journal of Geotechnical Engineering, 122(7), 577–596. DOI:
10.1061/(asce)0733-9410(1996)122:7(577)
[10]. Radhakanta Koner and Debashish Chakravarty (2016). Numerical analysis of rainfall effects in external overburden dump. International Journal of Mining Science and Technology, Volume 26, Issue 5, Pages 825-831. DOI:
10.1016/j.ijmst.2016.05.048.
[11]. Griffiths. D.V. and Lane. P.A. (1999). Slope stability analysis by finite elements. Geo-technique, 49(3), 387-403. DOI:
10.1680/geot.1999.49.3.387
[12]. Caldwell, J.A. and Moss, A.S., (1981). The simplified analysis of mine waste embankments. Symposium on Design of Non-Impounding mine Waste Embankments. AIME Fall Meeting, Denver, USA, pp. 47–61.
[13]. Gupte, SS (2016). Optimization of internal dump capacity and stability analysis in a coal mine — a case study. in PM Dight (Ed.), APSSIM 2016: Proceedings of the First Asia Pacific Slope Stability in Mining Conference, Australian Centre for Geo-mechanics, Perth, pp. 557-570. DOI:
10.36487/ACG_rep/1604_37_Gupte
[14]. Tongsuo Guo, Wei Zhou, Zhaolin Li, Chuanwei Zhang, Qingxiang Cai, Ya Tian, Huairui Qin, Fuming Liu, Izhar Mithal Jiskani. and Dongxu Zhang, (2021). Optimization of Land Saving and Loss Reducing and Slope Stability Variation Patterns in Open-Pit Mine. Geofluids, Vol. 2021, Article ID 6620235, 10 pages, DOI: 10.1155/2021/6620235.
[15]. Koner, R. and Chakravarty, D. (2016). Characterization of overburden dump materials: a case study from the Wardha valley coal field. Bull Eng Geol Environ 75, 1311–1323. DOI:
10.1007/s10064-015-0830-x
[16]. Abdulai,M. and Sharifzadeh, M. (2021). Probability Methods for Stability Design of Open-Pit Rock Slopes: An Overview. Geosciences, 2021, 11, 319, DOI: 10.3390/geosciences11080319.
[17]. Rezaiee-Pajand, M. and Karimi-Rad, M. (2016). A New Explicit Time Integration Scheme for Non-linear Dynamic Analysis. International Journal of Structural Stability and Dynamics, Vol. 16, No. 09, 1550054 (26 pages). DOI:
10.1142/S0219455415500546
[18]. Liang Lu, Zongjian Wang, Xiaoyuan Huang, Bin Zheng. and Katsuhiko Arai (2014). Dynamic and Static Combination Analysis Method of Slope Stability Analysis during Earthquake. Mathematical Problems in Engineering, Vol. 2014, Article ID 573962, 13 pages.
DOI: 10.1155/2014/573962
[20]. Wei, W., Zhao, Q., Jiang, Q. and Grasselli, G. (2018). Three new boundary conditions for the seismic response analysis of geo-mechanics problems using the numerical manifold method. International Journal of Rock Mechanics and Mining Sciences, Volume 105, Pages 110-122. DOI:
10.1016/j.ijrmms.2018.03.009
[21]. Noferesti, H. and Hazegh, A. (2018). Comparison of pseudo-static, Newmark, and dynamic response analysis of the final pit wall of Sungun copper mine. International Journal of Mining and Geo-Engineering, 52(2), pp. 141-147. DOI:
10.22059/ijmge.2018.229315.594661
)