Publication: Modeling of the Cement Clay Stabilized Column
| dc.contributor.author | Muhamad Shaqir bin Abdul Rahim | en_US |
| dc.date.accessioned | 2023-05-03T17:36:31Z | |
| dc.date.available | 2023-05-03T17:36:31Z | |
| dc.date.issued | 2020-09 | |
| dc.description | Interim Semester | en_US |
| dc.description.abstract | Deep soil mixing is an in-situ ground improvement technique that enhances the characteristics of weak soils by mechanically mixing them with a cementitious binder. According to the previous study by Ailin Nur Jaffar Osman (2012), stabilized cement clay column improves the bearing capacity of soft soil clay layer. The previous study used stabilized column made up of clay with 10% of cement which then embedded into the soft soil clay layer. In this study, the same configuration and mixture of the column is used to model and analyse by using different dimension of the stabilized column to find the relation of settlement of the stabilized soft soil when it is under pressure. By using larger scale of the column, we are able to know the relevancy of the mixture of the column in larger scale to apply in real construction work. Numerical model and analysis was conducted using MIDAS GTS NX computer engineering software. Non-linear static analysis was performed to get the displacement of the stabilized soft soil clay | en_US |
| dc.identifier.uri | https://irepository.uniten.edu.my/handle/123456789/21667 | |
| dc.subject | Cement Clay | en_US |
| dc.subject | Stabilized Column | en_US |
| dc.title | Modeling of the Cement Clay Stabilized Column | en_US |
| dc.type | Resource Types::text::Thesis | en_US |
| dspace.entity.type | Publication |