Evaluation of Stability for Different Stoping Sequences through the use of Numerical Modelling

Case Study - Cavanacaw Gold Mine, Northern Ireland

Master thesis (2020)

Authors

D.W. Monteith Civil Engineering & Geosciences

Contributors

M.W.N. Buxton Resource Engineering - CEG (supervisor 1)
A.A.M. Dieudonné Geo-engineering - CEG (supervisor 1)
R.B.J. Brinkgreve Geo-engineering - CEG (supervisor 1)
Mikael Rinne Aalto University (supervisor 1)
Bernd Lottermoser Rheinisch-Westfälische Technische Hochschule (supervisor 1)
Faculty
Civil Engineering & Geosciences
Copyright: © 2020 David Monteith
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Published Date

18-08-2020

Language

English

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Faculty

Civil Engineering & Geosciences

Abstract

The current plan of bottom to top bottom sublevel stoping for the Kearney gold vein at the Cavanacaw mine, Omagh, Northern Ireland may not be the most effective in terms of stability. The Kearney ore body is a narrow vein gold deposit, which has been previously exploited through an open pit and is currently being developed as an underground operation using sublevel stoping (modified Avoca mining method). Stability within the mine is one of the key factors to be considered when it comes to hard rock mining. It should be considered equally as important from a safety and economic point of view. The extraction sequence plays an important role when considering the stability of a designed mine. This thesis aims to establish if the current planned sequence of extraction of bottom to top sublevel stoping is the most effective in terms of overall rock stability, or whether an alternative plan would be better? In the context of this thesis, the modified Avoca mining method is a form of sublevel stoping where material is extracted (stoped) between two drives (blind tunnels) and then backfilled.
The project addressed, a conceptual study, field testing and laboratory testing in order to yield the information required to build several numerical models. The numerical modelling was carried out on several different stoping orders which met the constraints set out by Galantas, using the Hoek-Brown model within Plaxis2D. The analysis was conducted on the total displacements, phase displacements, predicted failure points and safety factors. The analysis of the different models showed that an alter- native stoping method of middle to top bottom to middle sublevel stoping peformed better in terms of stability. This improvement in stability was shown by an increase in the minimum safety factor from 3.20 to 3.50, over the current plan. There is further evidence in the reduction of the total number of predicted failure point by 25%.