A new open-pit mine slope instability index defined using the improved rock engineering systems approach

Franz J. An investigation of combined failure mechanisms in large scale open pit slopes. PhD thesis, School of Mining Engineering, The University of New South Wales, Sydney, Australia; 2009, 387 p. Lilly P.A. Open pit mine slope engineering: a 2002 perspective. In: 150 years of mining, Proceedings of the AusIMM annual conference, Auckland, New Zealand; 2002. Wyllie, 2004 Sjöberg J. Large scale slope stability in open pit mining – a review. PhD thesis, Lulea University of Technology; 1999. 790 p. Hoek E, Read J, Karzulovic A, Chen ZY. Rock slopes in civil and mining engineering. In: GeoEng2000, Proceedings of the international conference on geotechnical & geological engineering, Melbourne, Australia. Technomic Publishing; 2000. Hudson, 1992 Jiao, 1995, The fully-coupled model for rock engineering systems, Int J Rock Mech Min Sci, 32, 491, 10.1016/0148-9062(95)00038-I Jiao, 1998, Identifying the critical mechanisms for rock engineering design, Geotechnique, 48, 319, 10.1680/geot.1998.48.3.319 Smith GJ. The engineering geological assessment of shallow mine workings with particular reference to chalk. Dissertation, University of London; 1994. Mazzoccola, 1996, A comprehensive method of rock mass characterization for indicating natural slope instability, Q. J. Eng. Geol., 29, 37, 10.1144/GSL.QJEGH.1996.029.P1.03 Castaldini, 1998, An integrated approach for analyzing earthquake-induced surface effects: a case study from the Northern Apennins, Italy, J Geodyn, 26, 413, 10.1016/S0264-3707(97)00047-1 Zhang, 2004, An application of the rock engineering systems (RES) methodology in rockfall hazard assessment on the Chengdu-Lhasa highway, China, Int J Rock Mech Min Sci, 41, 833, 10.1016/j.ijrmms.2004.03.144 Shang, 2005, Engineering geological zonation using interaction matrix of geological factors: an example from one section of Sichuan-Tibet Highway, Geosci J, 9, 375, 10.1007/BF02910326 Ding, 2006, A new method for spatio-temporal prediction of rainfall-induced landslide, Sci China Ser D Earth Sci, 49, 421, 10.1007/s11430-006-0421-6 Ferentinou, 2007, Computational intelligence tools for the prediction of slope performance, Comput Geotech, 34, 362, 10.1016/j.compgeo.2007.06.004 Ceryan, 2008, An application of the interaction matrices method for slope failure susceptibility zoning: Dogankent settlement area (Giresun, NE Turkey), Bull Eng Geol Environ, 67, 375, 10.1007/s10064-008-0144-3 Rozos, 2008, An implementation of rock engineering system for ranking the instability potential of natural slopes in Greek territory: an application in Karditsa County, Landslides, 5, 261, 10.1007/s10346-008-0117-4 Rozos, 2011, Comparison of the implementation of rock engineering system and analytic hierarchy process methods, upon landslide susceptibility mapping, using GIS: a case study from the Eastern Achaia County of Peloponnesus, Greece, Environ Earth Sci, 63, 49, 10.1007/s12665-010-0687-z Budetta, 2008, Landslide hazard mapping along the coastline of the Cilento region (Italy) by means of a GIS-based parameter rating approach, Geomorphology, 94, 340, 10.1016/j.geomorph.2006.10.034 KhaloKakaie, 2012, Ranking the rock slope instability potential using the Interaction Matrix (IM) technique; a case study in Iran, Arab J Geosci, 5, 263, 10.1007/s12517-010-0150-1 Zare Naghadehi, 2011, A probabilistic systems methodology to analyze the importance of factors affecting the stability of rock slopes, Eng Geol, 118, 82, 10.1016/j.enggeo.2011.01.003 Shang, 2000, Retrospective case example using a comprehensive suitability index (CSI) for siting the Shisan-Ling power station China, Int J Rock Mech Min Sci, 37, 839, 10.1016/S1365-1609(00)00021-6 Benardos, 2004, A methodology for assessing geotechnical hazards for TBM tunnelling – illustrated by the Athens Metro, Greece, Int J Rock Mech Min Sci, 41, 987, 10.1016/j.ijrmms.2004.03.007 Shin, 2009, Methodology for quantitative hazard assessment for tunnel collapses based on case histories in Korea, Int J Rock Mech Min Sci, 46, 1072, 10.1016/j.ijrmms.2009.02.009 Latham, 1999, Development of an assessment system for the blastability of rock masses, Int J Rock Mech Min Sci, 36, 41, 10.1016/S0148-9062(98)00175-2 Anderiux, 2008, The destressability index methodology for the assessment of the likelihood of success of a large-scale confined destress blast in an underground mine pillar, Int J Rock Mech Min Sci, 45, 407, 10.1016/j.ijrmms.2007.07.006 Hudson, 1992, A new approach to studying complete rock engineering problems, Q J Eng Geol, 25, 93, 10.1144/GSL.QJEG.1992.025.02.03 Yang, 1998, A new method for the application of artificial neural networks to rock engineering system (RES), Int J Rock Mech Min Sci, 35, 727, 10.1016/S0148-9062(97)00339-2 Cai, 1998, Computerization of rock engineering systems using neural networks with an expert system, Rock Mech Rock Eng, 31, 135, 10.1007/s006030050015 Feng, 2011 Bieniawski, 1989 Romana M. New adjustment ratings for application of Bieniawski classification to slopes. In: Proceedings of the international symposium on role of rock mechanics, Zacatecas, Mexico; 1985. p. 49–53. Robertson AM. Estimating weak rock strength. In: Proceedings of the SME annual meeting, phoenix; 1988. p. 1–5. Laubscher, 1990, A geomechanics classification system for the rating of rock mass in mine design, J S Afr Inst Min Metall, 90, 257 Chen Z. Recent developments in slope stability analysis. In: Proceedings of the 8th international congress ISRM, Tokyo; 1995. p. 1041–48. Nicholson, 2002, Identification of deterioration hazard potential for quarried rockslopes, Quarry Manage, 29, 43 Nicholson, 2004, Hazard assessment for progressive, weathering-related breakdown of excavated rockslopes, Q J Eng Geol Hydrogeol, 37, 327, 10.1144/1470-9236/04-021 Alejano, 2008, ROFRAQ: A statistics-based empirical method for assessing accident risk from rockfalls in quarries, Int J Rock Mech Min Sci, 45, 1252, 10.1016/j.ijrmms.2008.01.003 Lu P, Latham J-P. A continuous quantitative coding approach to the interaction matrix in rock engineering systems based on grey systems approaches. In: Proceedings of the 7th international congress IAEG. Rotterdam: Balkema; 1994. p. 4761–70. Rumelhart, 1986, vol. 1 Rumelhart, 1988 Hecht-Nielson R. Theory of the backpropagation neural network. In: Proceedings of the international joint conference neural networks. New York: IEEE Press; 1989. p. 593–611. Zupan, 1993 Hecht-Nielson, 1990 Yang, 2001, Artificial neural networks linked to GIS for determining sedimentology in harbours, J Petrol Sci Eng, 29, 213, 10.1016/S0920-4105(01)00091-2 Beale, 2011 Mavroulidou, 2004, A qualitative tool combining an interaction matrix and a GIS, to map vulnerability to traffic induced air pollution, J Environ Manage, 70, 283, 10.1016/j.jenvman.2003.12.002 Mavroulidou, 2007, Developing the interaction matrix technique as a tool assessing the impact of traffic on air quality, J Environ Manage, 84, 513, 10.1016/j.jenvman.2006.07.002 Hudson, 1992, Atlas of rock engineering mechanisms: Part 2 – slopes, Int J Rock Mech Min Sci, 29, 157, 10.1016/0148-9062(92)92125-V Hoek, 1995 Kliche, 1999, Rock slope stability, Society for Mining, Metallurgy, and Exploration (SME) Hoek, 1999, Putting numbers to geology- an engineer's viewpoint, Q J Eng Geol, 32, 1, 10.1144/GSL.QJEG.1999.032.P1.01 Marinos, 2001, Estimating the geotechnical properties of heterogeneous rock masses such as flysch, Bull Eng Geol Environ, 60, 85, 10.1007/s100640000090 Hoek E, Carranza-Torres CT, Corkum B. Hoek-Brown failure criterion-2002 edition. In: Proceedings of the 5th North American rock mechanics symposium, vol. 1; 2002. p. 267–73. Karzulovic A. Fundamentals of geomechanics. Lecture notes, Universidad de los Andes; 2006 [in Spanish]. Koukis G, Rozos D, Hatzinakos I. Relationship between rainfall and landslides in the formations of Achaia County, Greece. In: Proceedings of the international symposium on IAEG in engineering geology and the environment, AA Balkema, Rotterdam, vol. 1; 1997. p. 793–98 Deere DU, Hendron AJ, Patton FD, Cording EJ. Design of surface and near surface construction in rock. In: Fairhurst C., editor. Proceedings of the 8th US symposium on rock mechanics, failure and breakage of rock. New York: Soc Min Engrs Am Inst Min Metall Pet Engrs; 1967. p. 237–302. Deere, 1988, The rock quality designation (RQD) index in practice, 984, 91 Giani, 1992 Calcaterra D, Parise M. Weathering as a predisposing factor to slope movements. The Geological Society, London; 2010. 248 p. ISRM. The complete ISRM suggested methods for rock characterization testing and monitoring: 1974–2006. In: Ulusay R., Hudson J.A., editors. Suggested methods prepared by the commission on testing methods, ISRM Turkish National Group, Turkey; 2007. 628 p. 2009 WSM-World Stress Map. Release 2008 of the world stress map; 2008 (Available online at 〈www.world-stress-map.org〉). Zoback, 1992, First- and second-order patterns of stress in the lithosphere: the World Stress Map Project, J Geophys Res, 97, 11761, 10.1029/92JB00221 Jimenez, 2006, A spectral method for clustering of rock discontinuity sets, Int J Rock Mech Min Sci, 43, 1052, 10.1016/j.ijrmms.2006.02.003 Jimenez, 2008, Fuzzy spectral clustering for identification of rock discontinuity sets, Rock Mech Rock Eng, 41, 929, 10.1007/s00603-007-0155-6 Tokhmechi, 2011, Investigating the validity of conventional joint set clustering methods, Eng Geol, 118, 75, 10.1016/j.enggeo.2011.01.002 Jimenez-Rodriguez, 2008, Influence of stochastic discontinuity network parameters on the formation of removable blocks in rock slopes, Rock Mech Rock Eng, 41, 563, 10.1007/s00603-006-0124-5 Einstein, 1983, The effect of discontinuity persistence on rock sloe stability, Int J Rock Mech Sci Geomech Abstr, 20, 227, 10.1016/0148-9062(83)90003-7 Park, 2005, Probabilistic analysis of rock slope stability and random properties of discontinuity parameters, Interstate Highway 40, Western North Carolina, USA, Eng Geol, 79, 230, 10.1016/j.enggeo.2005.02.001 Jimenez-Rodriguez, 2006, System reliability approach to rock slope stability, Int J Rock Mech Min Sci, 43, 847, 10.1016/j.ijrmms.2005.11.011 Jimenez-Rodriguez, 2007, Rock wedge stability analysis using system reliability methods, Rock Mech Rock Eng, 40, 419, 10.1007/s00603-005-0088-x Hoek, 1981 Maerz, 2005, New risk-consequence rockfall hazard rating system for Missouri highways using digital image analysis, Environ Eng Geosci, 11, 229, 10.2113/11.3.229 Hoek E. Practical rock engineering. Course notes, Hoek Corner; 2007 〈http://www.rocscience.com〉. Barton, 1973, Review of a new shear strength criterion for rock joints, Eng Geol, 7, 287, 10.1016/0013-7952(73)90013-6 Bandis, 1981, Experimental studies of scale effects on the shear behaviour of rock joints, Int J Rock Mech Sci Geomech Abstr, 18, 1, 10.1016/0148-9062(81)90262-X Liu, 2007, A new approach for application of rock mass classification on rock slope stability assessment, Eng Geol, 89, 129, 10.1016/j.enggeo.2006.09.017 Goodman, 1985 2000 Hagan, 2000, Blast designs to protect pit walls, 125 Hustrulid, 1999 Goodman, 2000, Behavior of rock in slopes, J Geotech Geoenviron Eng, 126, 675, 10.1061/(ASCE)1090-0241(2000)126:8(675) Varnes DJ. Slope movement types and processes. In: Schuster R.L., Krizek R.J., editors. Landslides analysis and control. Transportation Research Board Special Report 176. National Academy of Sciences, Washington; 1978. Kozyrev, 2000, Analysis of stability loss in open-pit slopes and assessment principles for hard, tectonically stressed rock masses, 251