Behaviour of ground improvement techniques on embankment using plaxis 2D version 8.6
Parametric study of consolidation behaviour of improved embankments on soft ground is studied by using a numerical model based on Finite Element Method (FEM) in Plaxis version 8.3. This project is emphasis on parametric study of the consolidation behaviour of three finite element (FE) models of imp...
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| Format: | Final Year Project Report |
| Language: | English |
| Published: |
Universiti Malaysia Sarawak (UNIMAS)
2017
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| Online Access: | http://ir.unimas.my/id/eprint/26279/2/Najwa.pdf http://ir.unimas.my/id/eprint/26279/ |
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