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Design Criteria for Roof Bolting Plans Using Fully Resin-grouted Nontensioned Bolts to Reinforce Bedded Mine Roof. Volume 3 - Experimental Model Studies.
Gerdeen-JC; Snyder-VW; Viegelahn-GL; Parker-J
NTIS: PB/80-180078 :128 pages
The report presents experiments that were run on adhesion of resin to rock, pull tests of resin anchored rebars, and bending tests of thinly laminated beams reinforced with resin bolts. The effects of hole diameter, bolt diameter, resin annulus, and hole conditions on anchorage, and the effect of bolt spacing on beam bending were determined.
CP; Final Contract Report;
NTIS Accession No.
Michigan Technological Univ.
Page last reviewed: September 2, 2020
Content source: National Institute for Occupational Safety and Health Education and Information Division