Mine Panel Failure-A Case Study (55c93e4a-a415-4c79-98cf-200bcc20cd84)

- Organization:
- Society for Mining, Metallurgy & Exploration
- Pages:
- 19
- File Size:
- 753 KB
- Publication Date:
- Jan 1, 2000
Abstract
This paper deals with the causes and mechanisms of massive pillar failure in a room-and-pillar mine that employed nine-entry panel system using supersection technique under a cover ranging from 91 to 168 m (300 to 550 ft). Chain pillar squeeze and large roof-to-floor convergence were first observed at the belt transfer point on the very inby side of the main entries. It propagated outby quickly and within 24 hours it had covered an area approximately 1,250 m long by 762 m wide (4,100 x 2,500 ft). The failure was caught and stopped by a solid barrier pillar. Using computer modeling, the study indicated that the massive failure was initiated due to a combination of undersized chain pillars in some panels and weak immediate floor. Also, the study shows that the massive pillar failure expanded to a large area because of no barrier pillars between some panels and between mains and panels. Based on the computer modeling, alternative mine plans have been proposed to avoid such problems.
Citation
APA:
(2000) Mine Panel Failure-A Case Study (55c93e4a-a415-4c79-98cf-200bcc20cd84)MLA: Mine Panel Failure-A Case Study (55c93e4a-a415-4c79-98cf-200bcc20cd84). Society for Mining, Metallurgy & Exploration, 2000.