Optimizing Rebar Resin Annulus

Society for Mining, Metallurgy & Exploration
A. A. Campoli P. S. Mills P. Todd K. Dever
Organization:
Society for Mining, Metallurgy & Exploration
Pages:
6
File Size:
85 KB
Publication Date:
Jan 1, 2000

Abstract

Resin bolt performance is dependent on the size of the resin annulus, the difference between the hole and bolt radii. The vast majority of the millions of resin roof bolts installed each year in the United States employ an annulus of 0.125 or 0.188 inches. Short encapsulation pull tests with resin annuluses of 0.125 and 0.095 inch resisted an average of 2.25tons per grouted inch, with no significant variation. Resin loses to simulated fractures increased as annulus size decreased, with a minimum loss of35% and a maximum loss of 60% associated with0.188 and 0.095 inch annuluses, respectively.
Citation

APA: A. A. Campoli P. S. Mills P. Todd K. Dever  (2000)  Optimizing Rebar Resin Annulus

MLA: A. A. Campoli P. S. Mills P. Todd K. Dever Optimizing Rebar Resin Annulus. Society for Mining, Metallurgy & Exploration, 2000.

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