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Mining Publication: Twenty-four Conferences; More than One-hundred and Seventy Papers; Understanding Roof Bolt Selection and Design Still Remains Priceless
Keywords: Ground control Roof bolts
This page is archived for historical purposes and is no longer being maintained or updated.
Original creation date: August 2006
Authors: SC Tadolini, RA Mazzoni
Conference Paper - August 2006
Download PDF Document (0.60 MB)
NIOSHTIC2 Number: 20030835
Proceedings of 25th International Conference on Ground Control in Mining, August 1-3, 2006, Morgantown, West Virginia. Peng SS, Mark C, Finfinger G, Tadolini S, Khair AW, Heasley K, Luo Y, eds., Morgantown, WV: West Virginia University, 2006 Aug; :382-389
The International Ground Control Conference in Mining has always provided an open forum for the publication, presentation, discussion, and often heated debate on roof bolting systems mostly with attention to how, when, and why they work. During the last 24 Conferences at least 170 papers have been presented by International Experts on these "simple" devices that range in length from 30-inches to 20 ft and from 5/8 to 2 inches in diameter. Roof bolts are primarily mechanically anchored, glued, cemented, or driven. Bolts are placed vertically, angled, or tied together with special fixtures (trusses and slings). They have been termed active, passive, stick-slip, and several other descriptive acronyms or mining slang expressions. This retrospective paper will present the changes in bolt types and usage, point out some of the biggest myths and hail the most significant advances (according to the authors' opinions of course).
Image of publication Twenty-four Conferences; More than One-hundred and Seventy Papers; Understanding Roof Bolt Selection and Design Still Remains PricelessConference Paper - August 2006
Download PDF Document (0.60 MB)
NIOSHTIC2 Number: 20030835
Proceedings of 25th International Conference on Ground Control in Mining, August 1-3, 2006, Morgantown, West Virginia. Peng SS, Mark C, Finfinger G, Tadolini S, Khair AW, Heasley K, Luo Y, eds., Morgantown, WV: West Virginia University, 2006 Aug; :382-389
See Also
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Clay Veins: Their Occurrence, Characteristics, and Support
Comparison of Ground Conditions and Ground Control Practices in the United States and Australia
Computer Simulation of Ground Behaviour and Rock Bolt Interaction at Emerald Mine
Determination of In Situ Deformation Modulus for Cemented Rockfill
Dynamic Failure in Deep Coal: Recent Trends and a Path Forward
Numerical Model Calibration for Simulating Coal Pillars, Gob and Overburden Response
Preventing Falls of Ground in Coal Mines With Exceptionally Low-Strength Roof: Two Case Studies
Technology News 504 - NIOSH Releases New AHSEM and ARBS Software Programs to Improve Ground Control
Zen and the Art of Rockbolting
Page last reviewed: September 21, 2012
Page last updated: September 21, 2012
Content source: National Institute for Occupational Safety and Health, Mining Program
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