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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| 格式: | Thesis |
| 語言: | English |
| 出版: |
2013
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| 在線閱讀: | http://eprints.utm.my/id/eprint/78419/1/WanNurFirdausWanHassanMFKA20131.pdf |
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