Citation

Murphy MM, Ellenberger JL, Esterhuizen GS, Miller T. Int. J. Min. Sci. Technol. 2016; 26(3): 471-476.

Affiliation

East Fairfield Company, North Lima, OH, USA.

Copyright

(Copyright © 2016, Elsevier Publishing)

DOI

10.1016/j.ijmst.2016.02.016

PMID

27088041

PMCID

PMC4831069

Abstract

A limestone mine in Ohio has had instability problems that have led to massive roof falls extending to the surface. This study focuses on the role that weak, moisture-sensitive floor has in the instability issues. Previous NIOSH research related to this subject did not include analysis for weak floor or weak bands and recommended that when such issues arise they should be investigated further using a more advanced analysis. Therefore, to further investigate the observed instability occurring on a large scale at the Ohio mine, FLAC3D numerical models were employed to demonstrate the effect that a weak floor has on roof and pillar stability. This case study will provide important information to limestone mine operators regarding the impact of weak floor causing the potential for roof collapse, pillar failure, and subsequent subsidence of the ground surface.

Language: en