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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主要な著者: | , , , |
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フォーマット: | 論文 |
言語: | English |
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semarak ilmu
2024
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オンライン・アクセス: | http://eprints.uthm.edu.my/12541/1/J18040_de61ad80d93d57c07800aeafe4f19c7e.pdf http://eprints.uthm.edu.my/12541/ https://doi.org/10.37934/aram.119.1.8391 |
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