Masters Theses
Abstract
"A three-phase test program was utilized to evaluate some creep and stiffness parameters of several types of full-column resin-grouted roof-bolt installations. The tests indicate that: (1) a large percentage of an applied load bleeds off during the first 100 hours subsequent to bolt installation; (2) the amount of load bleed-off is a f unction of the grout annulus size and the bolt surface roughness; (3) retightening of grouted rock bolts reduces the magnitude and rate of the load bleed-off phenomenon; and (4) resin-grouted roof bolts provide a stiffer roof support system in that bolt elongation resulting from an applied load, e.g., geologic post- tensioning due to strata movements, is much less than for mechanically anchored systems"-- Abstract, p. iii
Advisor(s)
Haas, Charles J.
Committee Member(s)
Davis, Robert L.
Spokes, Ernest M., 1916-1995
Department(s)
Mining Engineering
Degree Name
M.S. in Mining Engineering
Publisher
University of Missouri--Rolla
Publication Date
1975
Pagination
ix, 78 pages
Note about bibliography
Includes bibliographical references (pages 76-77)
Rights
© 1975 Wesley Clare Patrick, All rights reserved.
Document Type
Thesis - Open Access
File Type
text
Language
English
Thesis Number
T 4065
Print OCLC #
5984618
Electronic OCLC #
1482967495
Recommended Citation
Patrick, Wesley Clare, "Creep and stiffness of full column resin grouted roof bolts." (1975). Masters Theses. 3022.
https://scholarsmine.mst.edu/masters_theses/3022
