Finite element formulation of one-dimensional uncoupled and couple 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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Format: | Thesis |
Language: | English |
Published: |
2013
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Online Access: | http://eprints.utm.my/id/eprint/48210/1/WanNurFirdausMFKM2013.pdf |
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