Consolidation of a High Plasticity Dredged Marine Clay Incorporating Single Drainage Path With Granular Geowastes
The present study simulated a dredged marine clay backfill in standard oedometers, where the examination was carried out on a consolidation process with a single drainage path using pavement milling waste and palm oil clinker. It was found that the dissipation of excess pore water from the soil incr...
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| Main Authors: | , , , |
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| Format: | Article |
| Language: | en |
| Published: |
Semarak Ilmu Publishing
2024
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| Subjects: | |
| Online Access: | http://ir.unimas.my/id/eprint/45570/1/2024View%20of%20Consolidation%20of%20a%20High%20Plasticity%20Dredged%20Marine%20Clay%20Incorporating%20Single%20Drainage%20Path%20With%20Granular%20Geowastes.pdf http://ir.unimas.my/id/eprint/45570/ https://semarakilmu.com.my/journals/index.php/appl_mech/article/view/4048 https://doi.org/10.37934/aram.119.1.8391 |
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Internet
http://ir.unimas.my/id/eprint/45570/1/2024View%20of%20Consolidation%20of%20a%20High%20Plasticity%20Dredged%20Marine%20Clay%20Incorporating%20Single%20Drainage%20Path%20With%20Granular%20Geowastes.pdfhttp://ir.unimas.my/id/eprint/45570/
https://semarakilmu.com.my/journals/index.php/appl_mech/article/view/4048
https://doi.org/10.37934/aram.119.1.8391
