References
- Austrade, 2013, Underground Mining. GPO Box 5301, Sydney NSW: Commonwealth of Australia, 32p.
- Barton, N., 1974, Engineering classification of rock masses for the design of tunnel support. Rock mechanics, 6.4, 189. https://doi.org/10.1007/BF01239496
- Clark, L. and R. Pakalnis, 1997, An empirical design approach for estimating unplanned dilution from open stope hanging walls and footwalls. Paper presented at the Presentation at 99th Canadian Institute of Mining annual conference, Vancouver, BC.
- Clark, L. M., 1998, Minimizing dilution in open stope mining with a focus on stope design and narrow vein longhole blasting. M.Sc. thesis, University of British Columbia, Vancouver, 357p.
- Garrett, R. G., 1989, The chi-square plot: a tool for multivariate outlier recognition. Journal of Geochemical Exploration, 32.1-3, 319-341. https://doi.org/10.1016/0375-6742(89)90071-X
- Hadjigeorgiou, J., J. Leclair and Y. Potvin, 1995, An update of the stability graph method for open stope design. CIM Rock Mechanics and Strata Control session, Halifax, Nova Scotia, 14-18.
- Hestenes, M. R. and E. Stiefel, 1952, Methods of conjugate gradients for solving linear systems: J. of Research of the National Bureau of Standards, 49.6, 409-436. https://doi.org/10.6028/jres.049.044
- Levenberg, K., 1944, A method for the solution of certain problems in least squares. Quarterly of Applied Mathematics, 2, 164-168.
- Lim, S.S. and H.S. Yang, 2004, An analysis of plane failure of rock slopes by quantified stereographic projection, Int. J. Rock Mech. Min. Sci., 41.3, 505. https://doi.org/10.1016/j.ijrmms.2003.12.037
- Mahalanobis, P. C., 1936, On the generalized distance in statistics. Proceedings of the National Institute of Sciences (Calcutta), 2, 49-55.
- Marquardt, D. W., 1963, An algorithm for least-squares estimation of nonlinear parameters. Journal of the Society for Industrial & Applied Mathematics, 11.2, 431-441. https://doi.org/10.1137/0111030
- Martin, C., D. Tannant, S. Yazici and P. Kaiser, 1999, Stress path and instability around mine openings. Proc. 9th, ISRM Congress on Rock Mechanics, 1-5.
- Mathews, K., E. Hoek, D. Wyllie and S. Stewart, 1981, Prediction of stable excavation spans for mining at depths below 1000 m in hard rock. CANMET DSS Serial No: 0sQ80-00081., Ottawa.
- Nickson, S. D., 1992, Cable support guidelines for underground hard rock mine operations. University of British Columbia M.Sc. thesis, University of British Columbia, 239p.
- Olden, J. D. and D. A. Jackson, 2002, Illuminating the "black box": a randomization approach for understanding variable contributions in artificial neural networks. Ecological modelling, 154.1, 135-150. https://doi.org/10.1016/S0304-3800(02)00064-9
- Osborne, M. R., 1992, Fisher's method of scoring. International Statistical Review/Revue Internationale de Statistique, 99-117.
- Pakalnis, R., R. Poulin and J. Hadjigeorgiou, 1996, Quantifying the cost of dilution in underground mines. Paper presented at the International Journal of Rock Mechanics and Mining Sciences and Geomechanics Abstracts.
- Potvin, Y. and J. Hadjigeorgiou, 2001, The stability graph method for open-stope design. Underground Mining Methods: Engineering Fundamentals and International Case Studies. Society of Mining, Metallurgy and Exploration, 8307 Shaffer Parkway, Littleton, CO 80127, USA, 2001., 513-520.
- Potvin, Y., 1988, Empirical open stope design in Canada.
- Sunwoo C, Jung Y.B., 2005, Stability Assessment of Underground Limestone Mine Openings by Stability Graph Method, Tunnel & Underground Space 15(5): 369-377.
- Suorineni, F., D. Tannant and P. Kaiser, 1999, Fault factor for the stability graph method of open-stope design. Trans. IMM A-Mining Industry, 108, A92-A104.