Influence of Plastic Waste Fibers on the Strength of Lime-Rice Husk Ash Stabilized Clay Soil
A study has been undertaken to investigate the strength of stabilized clay-soil reinforced with randomly distributed discrete plastic waste fibers by carrying out unconfined compressive strength and tensile-split strength test. In this study, the clay soil was stabilized with lime and rice husk ash...
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| Format: | Article |
| Language: | English |
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Petra Christian University
2009-01-01
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| Series: | Civil Engineering Dimension |
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| Online Access: | http://puslit2.petra.ac.id/ejournal/index.php/civ/article/view/17028 |