Paper contribution

Integrated Workflow for Bench-Berm Design Optimisation and Reconciliation

Proceedings
EUROCK 2026
Pages
827-832
Submitted
28 January 2026
Accepted
15 June 2026
Published
12 August 2026

Summary

Abstract

Bench-scale performance represents a critical component of geotechnical risk management in open-pit mining because structurally controlled backbreak and operational overbreak directly influence effective berm retention, rockfall containment capacity, and operational safety. However, uncertainty commonly exists between intended bench geometries and actual as-built conditions due to limitations in structural interpretation, persistence estimation, and blasting disturbance characterization, particularly during early project stages. This paper presents an integrated and iterative workflow for progressively refining bench-scale engineering interpretation through reconciliation between structural characterization, block formation simulation, and observed operational performance. The workflow was applied across multiple open pit projects and different stages of pit development, ranging from conceptual greenfield studies to operational final wall conditions. The methodology integrates geological interpretation, borehole data, surface structural mapping, laboratory testing, bench-scale block formation simulation, and photogrammetry-based reconciliation of as-built bench performance. The study demonstrates that representative engineering persistence and operational blasting conditions exert dominant controls on structurally controlled backbreak and effective berm performance. Comparison between simulated and observed bench conditions provided a practical basis for refining engineering assumptions, distinguishing structurally controlled instability from operationally induced overbreak, and progressively reducing uncertainty throughout pit development. The proposed workflow provides a practical framework for improving confidence in bench-scale design optimisation and supporting risk-informed geotechnical decision-making through continuous operational reconciliation and iterative refinement of engineering interpretation.

Contributors

Authors

  1. Felipe Sanz SRK Consulting UK Ltd, United Kingdom ORCID 0009-0003-0254-7325

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References

  1. Barton, N. (1973). Review of a new shear strength criterion for rock joints. Engineering Geology, 7(4), 287–332.
  2. Barton, N., and Choubey, V. (1977). The shear strength of rock joints in theory and practice. Rock Mechanics, 10, 1–54.
  3. Esterhuizen, G. (2025). SBlock v3.01: User guide and reference manual. Computer software/manual.
  4. Gibson, W.H., de Bruyn, I.A., and Walker, D.J.H. (2006). Considerations in the optimisation of bench face angle and berm width geometries for open pit mines. Proceedings of the International Symposium on Stability of Rock Slopes in Open Pit Mining and Civil Engineering, SAIMM, Johannesburg, pp. 557–578.
  5. Graf, C.C., and Sullivan, R. (2016). A journey of wall control improvement at Boddington Gold. APSSIM 2016, Australian Centre for Geomechanics, Perth.
  6. Hormazabal, E. (2013). Bench berm design using probabilistic key block analysis. Slope Stability 2013, Australian Centre for Geomechanics, Perth, pp. 227–236.
  7. Maptek (2025). PointModeller Help Documentation. Maptek Pty Ltd.
  8. Marklund, P-I., Sjöberg, J., Ouchterlony, F., and Nilsson, N. (2007). Improved blasting and bench slope design at the Aitik Mine. Slope Stability 2007, Australian Centre for Geomechanics, Perth.
  9. Pratt, R.W., Conley, M.C., Childs, D.W., McNabb, J.C., and Schmelter, S.C. (2022). Slope auditing for assessment of bench-scale pit slope design utilizing drone photogrammetry.
  10. Shang, J., West, L.J., Hencher, S.R., and Zhao, Z. (2018). Geological discontinuity persistence: Implications and quantification. Engineering Geology, 241, pp. 41–54.
  11. Simmons, J.V. (2013). Excavation control, management of blast damage, and quality control. Slope Stability 2013, Australian Centre for Geomechanics, Perth.
  12. Sturzenegger, M., and Stead, D. (2009). Quantifying discontinuity orientation and persistence on high mountain rock slopes and large landslides using terrestrial remote sensing techniques. Natural Hazards and Earth System Sciences, 9, pp. 267–287.