Temperature effect on compression and collapsibility of residual granitic soil
This research aims to investigate the effect of temperature changes on the compression index and collapse potential of the residual granitic soil that is widely encountered in Malaysia. An experimental study was conducted on the compacted soil using a modified temperature-controlled oedometer. Tempe...
| Main Authors: | , , , , |
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| Format: | Article |
| Language: | English |
| Published: |
Croatian Association of Civil Engineers
2014-04-01
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| Series: | Građevinar |
| Online Access: | https://doi.org/10.14256/JCE.947.201 |