Stability Analysis of the 19A Ore Pass at Brunswick Mine Using a Two-Stage Numerical Modeling Approach

Author:

Esmaieli Kamran,Hadjigeorgiou John,Grenon Martin

Publisher

Springer Science and Business Media LLC

Subject

Geology,Geotechnical Engineering and Engineering Geology,Civil and Structural Engineering

Reference35 articles.

1. Andrieux P, O’Connor C, Cotesta L (2006) Destressing options for the 18–21 ore passes complex and associated issues at Brunswick mine. Technical Memorandum, Itasca Consulting, Inc. p 23

2. Bahrani N, Potyondy D, Pierce M (2012) Simulation of Brazilian Test using PFC2D grain-based model. In: RockEng2012. Rock engineering for natural resources, Proceedings of 21st Canadian Rock Mechanics Symposium, Canada, May 2012

3. Castro LAM, Grabinsky MW, McCreath DR (1997) Damage initiation through extension fracturing in a moderately jointed brittle rock mass. Int J Rock Mech Min Sci 34:3–4, paper 110

4. Chandler N, Read R, Potyondy D, Young P, Hazzard J (2002) Computing brittle rock fracture and excavation stability using the particle flow code. In: the proceedings of the second Canadian speciality conference on computing in Geotechnique, Winnipeg, April 28–30

5. Cho N, Martin CD, Sego DC (2007) A clumped particle model for rock. Int J Rock Mech Min Sci 44:997–1010

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