Pillar Optimization For Initial Design And Retreat Recovery

International Conference on Ground Control in Mining
Charles Steed
Organization:
International Conference on Ground Control in Mining
Pages:
9
File Size:
2539 KB
Publication Date:
Jan 1, 2003

Abstract

The design of pillars in room and pillar operations is always a compromise between factor of safety and ore recovery. In actively mined and accessed areas the stability of pillars must be sufficient to support the roof, providing safe working conditions for men and equipment, while optimizing ore recovery. As a reserve is mined out, and if conditions are favourable, pillars are often removed to increase recovery. Considerations for pillar removal include value of the ore, the effect on immediate and overall mine stability and the safety of the mining operations as well as the consequence of disruption of overlying strata and surface infrastructure as the support of the pillars are removed. Many parameters influence pillar strength and the contribution of the pillar to ground support. These include seam height, seam depth, seam inclination, room span, quality of rock, time, etc.. Empirical, analytical and numerical modeling methods are commonly used to optimize pillar sizing and placement and predict influence of pillar extraction or reduction on ground stability. Practical examples for pillar design and optimization in low seam gypsum mining operations and optimizing sequencing of pillar extraction in thick seam metal mining operations are outlined.
Citation

APA: Charles Steed  (2003)  Pillar Optimization For Initial Design And Retreat Recovery

MLA: Charles Steed Pillar Optimization For Initial Design And Retreat Recovery. International Conference on Ground Control in Mining, 2003.

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