ABSTRACT: Evaluation of the long-term surface stability of crown pillars overlying underground mines is an important component of mine closure planning. The definition of a crown pillar, as well as a brief discussion of the assessment of the probability and consequence of crown pillar failure are given in this paper. Techniques for stability assessment using mechanistic, empirical and numerical simulation techniques are discussed. Consequence assessment is discussed, but is still very subjective and hard to quantify. Where crown pillars are suspected to be marginally stable or unstable either at the time of the investigation or over the long term, and where the consequence of failure is medium to high, the closure plan for the site must include proposed rehabilitation alternatives. Selection of the optimum solution depends largely upon financial considerations, but also upon the common public expectation that the result of mine closure planning be a "permanent" solution that does not restrict public access or future land use on the site.
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4th North American Rock Mechanics Symposium
July 31–August 3, 2000
Seattle, Washington
ISBN:
9058091554
A Review of Crown Pillar Stability Assessment and Rehabilitation for Mine Closure Planning
D.J. Hutchinson
D.J. Hutchinson
University of Waterloo
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Paper presented at the 4th North American Rock Mechanics Symposium, Seattle, Washington, July 2000.
Paper Number:
ARMA-2000-0473
Published:
July 31 2000
Citation
Hutchinson, D.J. "A Review of Crown Pillar Stability Assessment and Rehabilitation for Mine Closure Planning." Paper presented at the 4th North American Rock Mechanics Symposium, Seattle, Washington, July 2000.
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