Aziz, Naj and Majoor, Dean and Mirzaghorbanali, Ali (2017) Strength properties of grout for strata reinforcement. Procedia Engineering, 191. pp. 1178-1184.
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Text (Published Version)
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Abstract
An experimental study was carried out on grout samples prepared from both Stratabinder and BU100 cementitious products. Samples were prepared with various water to grout ratios and tested for uniaxial compressive and shear strength. Triaxial tests were performed on cylindrical samples to determine values for internal friction angle, cohesion and tensile strength. It was found that the water to cement ratio affects the uniaxial compressive and shear strength of grout. The triaxial test indicated that both internal friction angle and cohesion of Stratabinder do not differ significantly from BU100.
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| Item Type: | Article (Commonwealth Reporting Category C) |
|---|---|
| Refereed: | Yes |
| Item Status: | Live Archive |
| Additional Information: | Published version made available under Open Access. |
| Faculty/School / Institute/Centre: | Current - Institute for Advanced Engineering and Space Sciences - Centre for Future Materials (1 Jan 2017 -) |
| Faculty/School / Institute/Centre: | Current - Institute for Advanced Engineering and Space Sciences - Centre for Future Materials (1 Jan 2017 -) |
| Date Deposited: | 09 Nov 2017 03:18 |
| Last Modified: | 23 Apr 2018 00:34 |
| Uncontrolled Keywords: | grout; mechanical properties; uniaxial compressive strength; shear strength; triaxial testing |
| Fields of Research (2008): | 09 Engineering > 0905 Civil Engineering > 090501 Civil Geotechnical Engineering 09 Engineering > 0905 Civil Engineering > 090599 Civil Engineering not elsewhere classified 09 Engineering > 0914 Resources Engineering and Extractive Metallurgy > 091402 Geomechanics and Resources Geotechnical Engineering 09 Engineering > 0914 Resources Engineering and Extractive Metallurgy > 091405 Mining Engineering |
| Identification Number or DOI: | https://doi.org/10.1016/j.proeng.2017.05.293 |
| URI: | http://eprints.usq.edu.au/id/eprint/32621 |
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