Skip to main content
Log in

A three dimensional model of muckpile formation and grade boundary movement in open pit blasting

  • Papers
  • Published:
International Journal of Mining and Geological Engineering Aims and scope Submit manuscript

Summary

Formulation and case studies of a three dimensional kinematic model are presented. Thein situ overburden geometry can be simulated accurately and various initiation patterns of blasts can be modelled. The overburden geometry, hole patterns and explosive distribution are all explicit model inputs. Because the effect of explosive properties, rock mass condition and inter-row delay are very difficult to measure in terms of blast performance, these are represented in the model by control parameters which are left for calibration using field data. The output of the model is a three dimensional muckpile shape of any cross section and a contour map of grade distribution within the muckpile. Two case studies are presented which have shown that the model is a valuable tool for optimizing production blasting as well as for controlling grade dilution during blasting.

This is a preview of subscription content, log in via an institution to check access.

Access this article

Price excludes VAT (USA)
Tax calculation will be finalised during checkout.

Instant access to the full article PDF.

Similar content being viewed by others

References

  • Bulow, B.M. (1988) The quantitative assessment of muckpile shapes,M.Eng.Sc. Thesis, University of Queensland.

  • Cherry, J.T. (1967) Computer calculations of explosion produced craters,International Journal of Rock Mechanics & Mining Sciences,4, 1–22.

    Google Scholar 

  • Harries, G. (1987) The calculation of heave and muckpile profile, inProceedings of the Second International Symposium on Rock Fragmentation by Blasting, Keystone, Colorado, August 23–26, pp. 248–56.

  • Hyde, L.J. and Favreau, R.F. (1986) Optimising blasting operations through rock characterisation and computer modelling — progress in Australia, inProceedings of the Large Open Pit Mining Conference, October, Mt. Newman, Australia, pp. 73–88.

    Google Scholar 

  • Lemesh, N.I. and Pozdynakov, B.V. (1971) The kinematics of motion of ledge rock in the zone of fracture during blasting, Translated fromFiziko-Tekhnicheskie Problemy Razrabotki Poleznykh Iskopaemykh, No. 4; pp. 36–40.

  • Schamaun, J.T. (1983) An engineering model for predicting rubble motion during blasting, inProceedings of the 9th Conf. on Explosives & Blasting Techniques, Society of Explosive Engineers, Annual Meeting, Jan. 31-Feb. 4, Dallas, TX., pp. 199–222.

  • Yang, R.L., Kavetsky, A. and McKenzie, C.K. (1989) A two dimensional kinematic model for predicting muckpile shape in bench blasting,International Journal of Mining and Geological Engineering,7, 209–226.

    Google Scholar 

Download references

Author information

Authors and Affiliations

Authors

Rights and permissions

Reprints and permissions

About this article

Cite this article

Yang, R.L., Kavetsky, A. A three dimensional model of muckpile formation and grade boundary movement in open pit blasting. International Journal of Mining and Geological Engineering 8, 13–34 (1990). https://doi.org/10.1007/BF00881125

Download citation

  • Received:

  • Issue Date:

  • DOI: https://doi.org/10.1007/BF00881125

Keywords

Navigation