OFR-23(1)-77 Comparison Of Uniform Four-Foot Length, Fully-Grouted Resin Roofbolts And Alternating Four-And Six-Foot Length, Fully-Grouted Resin Roofbolts ? 1.0 Summary And Conclusions

The National Institute for Occupational Safety and Health (NIOSH)
Joe Maher
Organization:
The National Institute for Occupational Safety and Health (NIOSH)
Pages:
315
File Size:
94588 KB
Publication Date:
Jan 1, 1975

Abstract

Adequate mine roof support to insure the safety of men and equipment is essential to successful mining. It is also expensive, amounting to more than one-fifth of the total mining cost at the White Pine mine. Cost effectiveness is therefore a prime consideration in developing optimum roof support. Roof bolt length is an important cost factor. This Phase II work compared uniform four-foot length Resin Bolts with the hitherto standard alternating four-foot and six-foot Resin Bolts, aiming at more cost-effective roof bolting. The data generated under this Phase II show that there is no discernible difference in the roof support given by uniform four-foot, and by alternating four- and six-foot, Resin Bolts in the relatively difficult ground selected for a severe initial test comparison; subsequent data from less difficult ground led to the same conclusion, namely no discernible difference between four-foot and four-six foot bolting.
Citation

APA: Joe Maher  (1975)  OFR-23(1)-77 Comparison Of Uniform Four-Foot Length, Fully-Grouted Resin Roofbolts And Alternating Four-And Six-Foot Length, Fully-Grouted Resin Roofbolts ? 1.0 Summary And Conclusions

MLA: Joe Maher OFR-23(1)-77 Comparison Of Uniform Four-Foot Length, Fully-Grouted Resin Roofbolts And Alternating Four-And Six-Foot Length, Fully-Grouted Resin Roofbolts ? 1.0 Summary And Conclusions. The National Institute for Occupational Safety and Health (NIOSH), 1975.

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