Determination of the strength of hard-rock mine pillars

Canadian Institute of Mining, Metallurgy and Petroleum
P. J. Lunder R. C. Pakalnis
Organization:
Canadian Institute of Mining, Metallurgy and Petroleum
Pages:
5
File Size:
267 KB
Publication Date:
Jan 1, 1997

Abstract

This paper presents the results of research that has been undertaken in order to develop an improved method of determining the strength of hard-rock mine pillars. Pillars are found in various shapes and sizes in all underground mining operations. Prudent engineering design requires that if pillars are to perform as desired, both the pillar strength and the pillar stress must be determined. A detailed pillar stability study has been combined with an extensive database of published pillar case histories (178)resulting in a new “hybrid” pillar strength formula, “The Confinement Formula”, that utilizes classic strength of rock methods combined with empirical methods. “The Confinement Formula” utilizes a “mine pillar friction term” calculated from the average minor/major stress ratio with-in the pillar core. Statistically, the new formula provides better results at predicting pillar strength for the combined database than the best empirically ft pillar methods that currently exist. “The Confinement Formula” allows for the determination of the strength of mine pillars with an increased level of confidence over previously applied methods.
Citation

APA: P. J. Lunder R. C. Pakalnis  (1997)  Determination of the strength of hard-rock mine pillars

MLA: P. J. Lunder R. C. Pakalnis Determination of the strength of hard-rock mine pillars. Canadian Institute of Mining, Metallurgy and Petroleum, 1997.

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