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: SM Johan, Siti Farhanah, Ming, Chan Chee, Cheong, Tan Poi, Rosman, Muhammad Zawawi
格式: Article
语言:English
出版: semarak ilmu 2024
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在线阅读: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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