Technical Note - 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:
3
File Size:
228 KB
Publication Date:
Jan 1, 2003

Abstract

Resin bolt performance is dependent on the size of the resin annulus, i.e., the difference between the hole and bolt radii. The majority of the millions of resin roof bolts installed each year in the United States employ an annulus of 3.175 or 4.775 mm (0.125 or 0.188 in.). Short encapsulation pull tests with resin annuli of 3.175 and 2.413 mm (0.125 and 0.095 in.) resisted an average of 0.08 t/grouted mm (2.25 st/grouted in.) with no significant variation. Resin loses to simulated fractures increased as annulus size decreased.
Citation

APA: A. A. Campoli P. S. Mills P. Todd K. Dever  (2003)  Technical Note - Optimizing Rebar Resin Annulus

MLA: A. A. Campoli P. S. Mills P. Todd K. Dever Technical Note - Optimizing Rebar Resin Annulus. Society for Mining, Metallurgy & Exploration, 2003.

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