Consolidation of a High Plasticity Dredged Marine Clay Incorporating Single Drainage Path With Granular Geowastes

• Main Authors: Siti Farhanah, SM Johan, Chan, Chee Ming, Tan, Poi Cheong, Mohammad Zawawi, Rosman
• Format: Article
• Language: English
• Published: Semarak Ilmu Publishing 2024
• Subjects: T Technology (General); TA Engineering (General). Civil engineering (General); TE Highway engineering. Roads and pavements; TH Building construction
• 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
• Institution: Universiti Malaysia Sarawak

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...