RI 5310 Anchorage Testing Of Mine-Roof Bolts - Part 3. Expansion-Type, 5/8-Inch Bolts ? Summary And Conclusions

The National Institute for Occupational Safety and Health (NIOSH)
A. J. Barry
Organization:
The National Institute for Occupational Safety and Health (NIOSH)
Pages:
11
File Size:
2091 KB
Publication Date:
Jan 1, 1957

Abstract

Five makes of expansion-type shells and two types of bolts (mild-steel and high-strength) were used in 30 tests made in sandstone and shale roof, The results show that the anchorage obtained in both the sandstone and shale were stronger than either type of bolt. That is, the yield loads of both bolt types were exceeded before excessive anchor slip occurred. A relationship for evaluating the anchorage effectiveness of 3/8-inch-diameter, expansion-type bolts is presented. A comparison of test results indicates that the anchorage effectiveness of 5/8-inch- and 3/4-inch-diameter expansion-type bolts did not differ appreciably.
Citation

APA: A. J. Barry  (1957)  RI 5310 Anchorage Testing Of Mine-Roof Bolts - Part 3. Expansion-Type, 5/8-Inch Bolts ? Summary And Conclusions

MLA: A. J. Barry RI 5310 Anchorage Testing Of Mine-Roof Bolts - Part 3. Expansion-Type, 5/8-Inch Bolts ? Summary And Conclusions. The National Institute for Occupational Safety and Health (NIOSH), 1957.

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