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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| Format: | Article |
| Language: | en |
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semarak ilmu
2024
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| Online Access: | 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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| author | SM Johan, Siti Farhanah Ming, Chan Chee Cheong, Tan Poi Rosman, Muhammad Zawawi |
| author_facet | SM Johan, Siti Farhanah Ming, Chan Chee Cheong, Tan Poi Rosman, Muhammad Zawawi |
| author_sort | SM Johan, Siti Farhanah |
| building | UTHM Library |
| collection | Institutional Repository |
| content_provider | Universiti Tun Hussein Onn Malaysia |
| content_source | UTHM Institutional Repository |
| continent | Asia |
| country | Malaysia |
| description | 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 increased with the thickness of thedrainage layer, which facilitated a more effective drainage rate. Also, palm oil clinker was observed to be prone to crushing at higher applied stresses, leading to possible clogging of the pores and diminishing consolidation rate. However, the samples’ settlements were not observed to be particularly influenced by the drainage material used. Overall, both by-product wastes could be potentially reused as a drainage layer for field backfilling of dredged marine clay in the preloading stage, simultaneously introducing second lives to the waste materials in beneficial civil engineering
applications. |
| format | Article |
| id | my.uthm.eprints-12541 |
| institution | Universiti Tun Hussein Onn Malaysia |
| language | en |
| publishDate | 2024 |
| publisher | semarak ilmu |
| record_format | eprints |
| spelling | my.uthm.eprints-125412025-03-14T00:04:58Z http://eprints.uthm.edu.my/12541/ Consolidation of a High Plasticity Dredged Marine Clay Incorporating Single Drainage Path with Granular Geowastes SM Johan, Siti Farhanah Ming, Chan Chee Cheong, Tan Poi Rosman, Muhammad Zawawi TD Environmental technology. Sanitary engineering 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 increased with the thickness of thedrainage layer, which facilitated a more effective drainage rate. Also, palm oil clinker was observed to be prone to crushing at higher applied stresses, leading to possible clogging of the pores and diminishing consolidation rate. However, the samples’ settlements were not observed to be particularly influenced by the drainage material used. Overall, both by-product wastes could be potentially reused as a drainage layer for field backfilling of dredged marine clay in the preloading stage, simultaneously introducing second lives to the waste materials in beneficial civil engineering applications. semarak ilmu 2024 Article PeerReviewed text en http://eprints.uthm.edu.my/12541/1/J18040_de61ad80d93d57c07800aeafe4f19c7e.pdf SM Johan, Siti Farhanah and Ming, Chan Chee and Cheong, Tan Poi and Rosman, Muhammad Zawawi (2024) Consolidation of a High Plasticity Dredged Marine Clay Incorporating Single Drainage Path with Granular Geowastes. Journal of Advanced Research in Applied Mechanics, 119 (1). pp. 83-91. ISSN 2289-7895 https://doi.org/10.37934/aram.119.1.8391 |
| spellingShingle | TD Environmental technology. Sanitary engineering SM Johan, Siti Farhanah Ming, Chan Chee Cheong, Tan Poi Rosman, Muhammad Zawawi Consolidation of a High Plasticity Dredged Marine Clay Incorporating Single Drainage Path with Granular Geowastes |
| title | Consolidation of a High Plasticity Dredged Marine Clay Incorporating Single Drainage Path with Granular Geowastes |
| title_full | Consolidation of a High Plasticity Dredged Marine Clay Incorporating Single Drainage Path with Granular Geowastes |
| title_fullStr | Consolidation of a High Plasticity Dredged Marine Clay Incorporating Single Drainage Path with Granular Geowastes |
| title_full_unstemmed | Consolidation of a High Plasticity Dredged Marine Clay Incorporating Single Drainage Path with Granular Geowastes |
| title_short | Consolidation of a High Plasticity Dredged Marine Clay Incorporating Single Drainage Path with Granular Geowastes |
| title_sort | consolidation of a high plasticity dredged marine clay incorporating single drainage path with granular geowastes |
| topic | TD Environmental technology. Sanitary engineering |
| url | 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 |
| url_provider | http://eprints.uthm.edu.my/ |