RI 7163 Evaluation Of The Explosive-Anchored Rock Bolt

The National Institute for Occupational Safety and Health (NIOSH)
John B. Shutack
Organization:
The National Institute for Occupational Safety and Health (NIOSH)
Pages:
18
File Size:
6002 KB
Publication Date:
Jan 1, 1968

Abstract

In an effort to improve the performance of the explosive-anchored rock bolt, the Bureau of Mines studied the effect of the detonation velocity of the explosive and type of charge (linear or nonlinear) on the fracturing tendency of the anchor tube. Also, different types of tubing were compared to determine the one most suitable for use as an anchor tube. The Bruceton up-and-down method was applied in tests in which steel shooting blocks having boreholes ranging from 1-3/8 to 2-1/8 inches in diameter were used. Of the four types of tubing evaluated, a welded A-178 tubing that was drawn over a mandrel and renormalized gave the most promising results. The A-179 seamless tubing that is normally used with the explosive bolt was the most inferior. Both types, however, gave significantly better anchorage than the conventional shell when tested in both laboratory and underground experiments. Within the range of velocities studied (5,000 to 7,000 m/sec), the type of explosive showed no significant effect on anchor-tube performance. In general; linear explosive charges provided better anchorage than nonlinear charges.
Citation

APA: John B. Shutack  (1968)  RI 7163 Evaluation Of The Explosive-Anchored Rock Bolt

MLA: John B. Shutack RI 7163 Evaluation Of The Explosive-Anchored Rock Bolt. The National Institute for Occupational Safety and Health (NIOSH), 1968.

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