Mining Publication: Bolt Load Changes During Initial Face Advance and Cross-Cut Breakthrough
Original creation date: August 2004
The San Juan Mine and the National Institute for Occupational Safety and Health conducted a study to measure how development mining affected bolt loads. Twelve fully grouted, instrumented roof bolts were installed at two three-way intersections as part of the standard bolting pattern. Newly developed miniature data acquisition systems (MIDAS) were used to measure bolt load changes during initial face advance and cross-cut breakthrough. The effects of cut placement and depth on roof bolt loads were studied. This test showed how bolt loads increased at five positions along the bolt length during initial mining. Both entry advance and crosscut breakthrough produced a similar percentage of increase in bolt loads. Geologic differences between the test sites were probably responsible for the differences in amounts of bolt loading. The test site with more top coal and a higher rock quality designation (RQD) had lower bolt loads.
Authors: SP Signer, J Pile, S Bessinger
Conference Paper - August 2004
NIOSHTIC2 Number: 20026117
Proceedings of the 23rd International Conference on Ground Control in Mining, Morgantown, West Virginia, August 3-5, 2004, S.S. Peng, C. Mark, G. Finfinger, S. Tadolini, A.W. Khair, and K. Heasley, eds., Morgantown, WV: West Virginia University, 2004 Aug; :250-257
See Also
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- New Tools for Roof Support Evaluation and Design
- Preventing Falls of Ground in Coal Mines With Exceptionally Low-Strength Roof: Two Case Studies
- Simulation of Methane Flows in Noncoal Mines
- Technology News 465 - Method for Predicting Methane Emissions on Extended Longwall Faces
- Technology News 476 - Instrumented King Wire for Monitoring Cable Bolts
- Zen and the Art of Rockbolting
- Page last reviewed: 9/21/2012
- Page last updated: 9/21/2012
- Content source: National Institute for Occupational Safety and Health, Mining Program