Finite element formulation of one-dimensional uncoupled and coupled consolidation
This thesis presents the formulation of finite element method for one-dimensional consolidation problem based on uncoupled and coupled consolidation theories. The consolidation of cohesive soils as a result of dissipation of the excess pore pressures generated by external loading is a problem of con...
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| フォーマット: | 学位論文 |
| 言語: | English |
| 出版事項: |
2013
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| 主題: | |
| オンライン･アクセス: | http://eprints.utm.my/id/eprint/78419/1/WanNurFirdausWanHassanMFKA20131.pdf http://eprints.utm.my/id/eprint/78419/ http://dms.library.utm.my:8080/vital/access/manager/Repository/vital:79478 |
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