A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Reinforcement Mechanisms of Untensioned Full-Column Resin Bolts
This Bureau of Mines report describes how the reinforcement mechanisms of untensioned, full-column resin bolts were determined during one underground study. Both axial and transverse shear loadings were identified for two instrumented resin bolts that replaced standard resin bolts in an operating room-and-pillar mining section. The strain responses of resin bolt steel cores to local axial and transverse shear loadings are described. This information was obtained from laboratory testing of resin bolts installations; it was also used to analyze the data from the underground test.
Reinforcement Mechanisms of Untensioned Full-Column Resin Bolts
This Bureau of Mines report describes how the reinforcement mechanisms of untensioned, full-column resin bolts were determined during one underground study. Both axial and transverse shear loadings were identified for two instrumented resin bolts that replaced standard resin bolts in an operating room-and-pillar mining section. The strain responses of resin bolt steel cores to local axial and transverse shear loadings are described. This information was obtained from laboratory testing of resin bolts installations; it was also used to analyze the data from the underground test.
Reinforcement Mechanisms of Untensioned Full-Column Resin Bolts
A. J. Kwitowski (author) / L. V. Wade (author)
1980
43 pages
Report
No indication
English
Optimizing the reinforcement effect of full-column, untensioned, grouted bolts in bedded mine roofs
| Online Contents | 1987
Behavior of Untensioned-Bonded Prestressing Strand
| NTIS | 1980
Full-Column Grouted Rock Bolts and Support Pressure
| British Library Conference Proceedings | 2006