Siti Farhanah, SM Johan and Chee Ming, Chan (2020) Consolidation Behaviour of Dredged Marine Soils Considering the Incorporation of Granular Drainage Layer. IOP Conference Series : Materials Science and Engineering, 713. pp. 1-8. ISSN 1757-8981
![[img]](http://ir.unimas.my/style/images/fileicons/text.png) |
PDF
Consolidation.pdf Download (2MB) |
Abstract
The extraction of DMS from seabed along the Malaysian coastal generate millions cubic meters every year. Dredge-transport-dump the DMS at the specified open waters are unfavourable in context of environmental and geotechnical engineering. This paper describes consolidation behaviour of DMS using a modified large- oedometer with a layer of recycled granular materials such as palm oil clinker and recycled pavement materials. DMS were obtained to have high ratio of Wc with 3.27LL and considered as silty clay. A layer of drainage materials accelerates the rate of consolidation and changes in hydraulic conductivity, k of DMS. At the end of consolidation, both RPM and POC layer expediate the water from DMS and it becomes stiffer and structured.
| Item Type: | Article |
|---|---|
| Uncontrolled Keywords: | environmental, geotechnical engineering, modified large- oedometer, palm oil clinker. |
| Subjects: | T Technology > T Technology (General) T Technology > TA Engineering (General). Civil engineering (General) T Technology > TC Hydraulic engineering. Ocean engineering |
| Divisions: | Academic Faculties, Institutes and Centres > Faculty of Engineering Faculties, Institutes, Centres > Faculty of Engineering |
| Depositing User: | S.M Johan |
| Date Deposited: | 08 Aug 2024 01:52 |
| Last Modified: | 08 Aug 2024 01:52 |
| URI: | http://ir.unimas.my/id/eprint/45553 |
Actions (For repository members only: login required)
 |
View Item |
