Cablebolt Grout Encapsulation Project

Gowland, Mitch (2008). Cablebolt Grout Encapsulation Project B.Sc Thesis, School of Engineering, The University of Queensland.

Attached Files (Some files may be inaccessible until you login with your UQ eSpace credentials)
Name Description MIMEType Size Downloads
Gowland_Mitch_Thesis.pdf Gowland_Mitch_Thesis.pdf application/pdf 2.87MB 0
Author Gowland, Mitch
Thesis Title Cablebolt Grout Encapsulation Project
School, Centre or Institute School of Engineering
Institution The University of Queensland
Publication date 2008
Thesis type B.Sc Thesis
Supervisor Mike Hood
Katherine Winder
Sean Allen
John Palmer
Total pages 125
Language eng
Subjects 091405 Mining Engineering
Formatted abstract
For decades cablebolts have been used to support stope boundaries, wide spans, drawpoints, crown pillars and other permanent excavations such as crib rooms and workshops. In recent years mechanised cablebolting machines have become more common. A mechanised installation requires the grout to be pumped into the borehole before the cable is inserted. There is no opportunity to plug the collar of the hole to avoid grout running out of the hole, as is done when manually installing cablebolts. To avoid this issue, a thicker grout is mixed which will remain up the hole while the cable is installed.

There are still some unknowns about what is the best water-cement ratio for achieving good quality cablebolts. The grout is required to be thin enough to fully encapsulate the cable, have sufficient bulb infill and show good grout qualities such as minimal air bubbles and cement lumps, however it must be thick enough to overcome the force of gravity and remain up the hole while the grout cures.

This research project conducted a series of tests using varying water-cement ratios and a number of different cable configurations in order to identify the best water cement ratio for cablebolting upholes in underground metalliferous mines. Mechanised cablebolting rigs were used to install the sample cablebolts in removable PVC pipes to allow the samples to be sliced sectionally so the encapsulation levels and grout properties could be studied in detail.

The results for this project were significantly poorer than expected mainly due to a number of experimental factors. No definite conclusions could be drawn based on the results obtained throughout the experiment. It was recommended that further research should be conducted using a modified testing regime. The main benefit of this research will be to educate operators on the effects of poor cablebolt installation techniques. Despite the poor results, this research project will still be of great use to the underground cablebolting industry in Australia.
Keyword cable bolts

Document type: Thesis
Collection: UQ Theses (non-RHD) - UQ staff and students only
Citation counts: Google Scholar Search Google Scholar
Created: Mon, 22 Sep 2014, 15:48:30 EST by Ahmed Taha Siddiqui on behalf of Scholarly Communication and Digitisation Service