The effects of installation procedure on bond characteristics of fully grouted rock bolts
Article
Article Title | The effects of installation procedure on bond characteristics of fully grouted rock bolts |
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ERA Journal ID | 1732 |
Article Category | Article |
Authors | Ma, Shuji (Author), Aziz, Naj (Author), Nemcik, Jan (Author) and Mirzaghorbanali, Ali (Author) |
Journal Title | Geotechnical Testing Journal |
Journal Citation | 40 (5), pp. 846-857 |
Number of Pages | 12 |
Year | 2017 |
Place of Publication | United States |
ISSN | 0149-6115 |
1945-7545 | |
Digital Object Identifier (DOI) | https://doi.org/10.1520/GTJ20160239 |
Abstract | The bond characteristics of fully grouted rockbolts installed in steel tubes were investigated by bolt push tests. Steel tubes were inserted in a mine roadway roof to represent the confinement of rock boreholes. Rockbolts were installed in tubes using the installation technique of Australian underground mines. These tubes, with rockbolts inside, were retrieved from the field and brought back to the laboratory to be cut into 100-mm sections, which were then push tested. It was found that each bolt section had a distinct load-displacement profile, and that bond strength varied significantly along the bolt length. The factors influencing the bond strength of rockbolts were identified. The influence of the installation procedure on the bond strength of bolts in tubes was investigated. |
Keywords | fully grouted rockbolts; push tests; Spin to Stall; Spin and Hold; bond strength |
ANZSRC Field of Research 2020 | 400502. Civil geotechnical engineering |
401902. Geomechanics and resources geotechnical engineering | |
401905. Mining engineering | |
Byline Affiliations | Nanyang Technological University, Singapore |
University of Wollongong | |
Institution of Origin | University of Southern Queensland |
https://research.usq.edu.au/item/q46x8/the-effects-of-installation-procedure-on-bond-characteristics-of-fully-grouted-rock-bolts
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