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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| Pengarang Utama: | |
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| Format: | Thesis |
| Bahasa: | English |
| Diterbitkan: |
2013
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| Subjek-subjek: | |
| Capaian Atas Talian: | http://eprints.utm.my/48210/ http://eprints.utm.my/48210/ http://eprints.utm.my/48210/1/WanNurFirdausMFKM2013.pdf |
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