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Full metadata record
| DC Field | Value | Language |
|---|---|---|
| dc.contributor.author | Williams, Sally | - |
| dc.date.accessioned | 2020-11-26T22:54:06Z | - |
| dc.date.available | 2020-11-26T22:54:06Z | - |
| dc.date.copyright | 2020 | en_US |
| dc.date.issued | 2020 | - |
| dc.identifier.uri | http://ipweaq.intersearch.com.au/ipweaqjspui/handle/1/6324 | - |
| dc.description.abstract | Rock bolts are widely used to civil and mining industries to strengthen and support rock walls and tunnels. There are five ways a rock bolt can fail under tensile load. the most common form of failure is this one (point). The bolt grout interface. I also found that there was little research into grout properties and this kind of failure. For this reason I decided to focus on this for my project. | en_US |
| dc.publisher | Institute of Public Works Engineering Australasia Queensland | en_US |
| dc.subject | Rock Bolt Systems | en_US |
| dc.title | Influence of Water to Grout Ratio and Curing Time on Pulling out Load of Rock Bolt Systems | en_US |
| dc.type | PowerPoint | en_US |
| Appears in Collections: | AC20: Futures Challenge | |
Files in This Item:
| File | Description | Size | Format | |
|---|---|---|---|---|
| Futures Challenge Presentation_S Williams.pdf | 1.38 MB | Adobe PDF |  View/Open | |
| sally williams.PNG | 42.25 kB | image/png |  View/Open |
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