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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Bibliographic Details
Main Author: Wan Hassan, Wan Nur Firdaus (Author)
Format: Thesis
Published: 2013.
Subjects:
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