[1] ADINA, ADINA R&D, 2003
[2] Y.M. Cheng and C.K. Lau, Slope Stability Analysis and Stabilization New Methods and Insight, Taylor & Francis e-Library, 2008
[3] F. Hartmann and C. Katz, “Structural Analysis with Finite Elements”, Springer-Verlag Berlin, 2007
[4] G.R. Liu and S.S. Quek, The Finite Element Method: A Practical Course, Elsevier Science Ltd., 2003
[5] US Army corps of engineers, Engineering and Design Slope Stability, 2003
[6] O.C. Zienkiewicz and R.L. Taylor, The Finite Element Method, 5th ed., vol. 1: The Basis, Butterworth-Heinemann, Oxford, 2000
[7] T.R. Stacey, X. Xianbin, R. Armstrong, and G.J. Keyter, “New slope stability considerations for deep open pit mines,” The Journal of The South Africa Institute of Mining and Metallurgy, 2003, pp. 373-380
[8] A. Nuric, S. Nuric, and M. Avdic, “Estimation of slope stability at pit mine ‘Moscanica’ Zenica using computer,” “Proracun stabilnosti kosina pomocu racunara na PK 'Moscanica' RMU Zenica,” Rudarski radovi 1/2005, RTB Bor, 2005, pp. 44-49
[9] A, Nuric, S. Nuric, and I. Lapandic, “Analysis of the overall slope stability on pit mine 'Moscanica' in Zenica with methods Bishop and Morgenstern – Price,” Proceedings 37th IOCMM, Technical faculty at Bor University of Belgrade and Copper Institute Bor, 2005, pp. 28-34
[10] A. Nuric, S. Nuric, S. Lapandic, and E. Haracic, “The methods of monitoring slope stability to provide security performance of works on
International Journal of Science and Engineering Investigations, Volume 2, Issue 14, March 2013 48
www.IJSEI.com Paper ISSN: 2251-8843 ID: 21413-09
the open pit mine,” Proceedings 39th IOCMM, Technical faculty Bor, University of Belgrade and Copper Institute Bor, 2007, pp. 58-63
[11] M. Delic, A. Nuric, S. Nuric, and V. Radulovic, “Specifyng the influence of landfill coal mine „Dubrave“ on the surrounding terrain,” Proceedings 41th IOCMM, Mining and Metallurgy Institute Bor and University of Belgrade Technical faculty Bor, 2009, pp. 293-298
[12] R. Petri and W. Stein, “Opencast mine slopes – Stability of slopes in opencast lignite mines, North Rhine-Westphalia,” World of Mining-Surface & Underground, vol. 64, Germany, 2012, pp. 114-125
[13] M. Goldscheider, D. Dahmen, and C. Karcher, “Consideration of earthquakes in stability calculations for deep underwater final slopes,” World of Mining-Surface & Underground, vol. 62, Germany, 2010, pp. 252-261
[14] P.N. Martens, T. Katz, S. Ahmad, and M. Fuchsschwanz, “Investigations on stabilization of hard coal waste dump in Vietnam,” World of Mining-Surface & Underground, vol. 63, Germany, 2011, pp. 265-274
[15] D. Nutakor, “Mitigation of the Cplus failure in the Q7 cut at Rio Tinto's Bingham canyon mine,” Mining engineering, vol. 64, No. 6, USA, 2012, pp. 107-111
[16] P. Moore, “The harder they fall,” Mining Magazine, November 2009, pp. 36-39
[17] A. Goodbody, “Monitoring movement,” Mining Magazine, December 2011, pp. 31-38
[18] P.M. Dight, “Rock stress: the known unknowns,” Mining Magazine, December 2011, pp. 39-40
[19] J. Zalesky, M. Bohadlova, M. Bubenicek, and M. Zalesky, “Coupled application of geotechnical and geodetical slope movement monitoring,” 3rd IAG/12th FIG Symposium, Baden, May 2006, pp. 22-24
[20] T.N. Singh, “Assessment of coal mine waste dump behaviour using numerical modeling, Rock Mechanics,” Fuenkajorn & Phien-wej (eds), 2011, pp. 25-36
[21] D. Stead, E. Eberhardt, J. Coggan, and B. Benko, “Advanced numerical techniques in rock slope stability analysis – applications and limitations,” Landslides, 2001, pp. 615-624
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