Authors: Elmouttie, MK; Dean, P; Krahenbuhl, G; Allemand, J
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Abstract:
An accurate understanding of the role of discontinuities, in defining the physical properties of the rock mass, is required to assist in the excavation of stable slopes. For open cut mining operations, the continual sampling of the rock mass, through structural mapping of bench and highwall faces, can provide an abundance of high quality discontinuity data. In this paper, the authors will discuss some of the complicating issues associated with structural mapping, including scanner data acquisition, analysis and interpretation that geotechnical engineers regularly encounter. They will also discuss the benefits of mitigating these issues and undertaking such an analysis for improvement of the slope design, management and excavation processes.

Keywords: structural mapping, slope design, management

Citation:
Elmouttie, MK, Dean, P, Krahenbuhl, G & Allemand, J 2016, 'The benefits of undertaking robust structural mapping for the slope design, management and excavation processes', in PM Dight (ed.), Proceedings of the First Asia Pacific Slope Stability in Mining Conference, Australian Centre for Geomechanics, Perth, pp. 573-586.

References:
Allemand, J, Elmouttie, M, Giacomini, A & Thoeni, K 2016, Recommendations on the use of Terrestrial Laser Scanning and 3D Photogrammetry for mine highwall stability analysis, CSIRO Technical Report.
Baczynski, N 2000, ‘STEPSIM4 “step-path” method for slope risks’, in Proceedings of the International Congerence on Geotechnical and Geological Engineering, Technomic Publishing Co., Melbourne, pp. 86–92.
Baecher, G, Lanney, N & Einstein, HH 1978, ‘Statistical description of rock properties and sampling’, in Proceedings of the 18th US Symposium on Rock Mechanics, pp. 5C1–8.
Cunningham, C 1983, ‘The Kuz-Ram model for prediction of fragmentation from blasting’, in Proceedings of the 1st International Symposium on Rock Fragmentation by Blasting, Lulea, pp. 439–454.
Dean, P, Elmouttie, M, Poropat, G, Kanchibotla, S, Jones, M, Cocker, A & Musunuri, A 2015, ACARP C23028 Improved Blast Outcomes, Final report ACARP.
Dershowitz, W & Einstein, H 1988, ‘Characterizing rock joint geometry with joint system models’, Rock Mechanics and Rock Engineering, vol. 21 no. 1, pp. 21–51.
Elmouttie, M & Poropat, G 2012, ‘Quasi-stochastic analysis of uncertainty for modelling structurally controlled failures’, Rock Mechanics and Rock Engineering, vol. 47, no. 2, pp. 519–534.
Elmouttie, M, Krahenbuhl, G & Soliman, A 2016, ‘A new excavation analysis method for slope design using discrete fracture network based polyhedral modelling’, Computers and Geotechnics, vol. 76, pp. 93–104.
Jing, L 2003, ‘A review of techniques, advances and outstanding issues in numerical modelling for rock mechanics and rock engineering’, International Journal of Rock Mechanics and Mining Sciences, vol. 40, pp. 283–353.
Kleine, T 1988, A mathematical model of rock breakage by blasting, The University of Queensland, Brisbane.
Krahenbuhl, G, Elmouttie, MK & Poropat, GV 2014, ‘Assisted mapping of planar features in rock masses’, in Proceedings of the 1st International Discrete Fracture Network Engineering Conference, Vancouver, pp. 1–7.
Lato, M, Diederichs, M & Hutchinson, D 2010, ‘Bias correction for view-limited lidar scanning of rock outcrops for structural characterization’, Rock Mechanics and Rock Engineering, vol. 43, pp. 615–628.
Lorig, L, Stacey, P & Read, J 2009, ‘Slope Design Methods’, in J Read & P Stacey (eds), Guidelines for Open Pit Slope Design, CSIRO Publishing.
Onederra, IA & Chitombo, G 2007, ‘Design methodology for underground ring blasting’, Mining Technology, vol. 116, no. 4, pp. 180–195.
Park, H & West, T 2002, ‘Sampling bias of discontinuity orientation caused by linear sampling technique’, Engineering Geology, vol. 66, pp. 99–110.
Priest, S 1993, Discontinuity analysis for rock engineering, Chapman & Hall, London.
Sarma, K 1994, Models for assessing the blasting performance of explosives, The University of Queensland, Brisbane.
Terzaghi, R 1965, ‘Source of error in joint surveys’, Geotechnique, vol. 15, no. 3, pp. 287–304.
Watkins, H, Bond, C, Butler, R & Healy, D 2014, ‘Application of fracture modelling in a fold-and-thrust belt; an analogue for folded tight reservoirs’, in Proceedings of the 1st International conference on discrete fracture network engineering, Vancouver, no. 139, pp. 1–8.
Windsor, C & Thompson, A 1996, Block theory and excavation engineering, Rock Technology White Paper.




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