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

- 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:
(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 ConclusionsMLA: 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.