Stability and deformation analysis of embankment on soft clay by using limit equilibrium method and finite element method /
This study is about the deformation and stability of embankment on soft clay. The problem of an embankment on soft clay was seepage water in embankment, toe drain, height of embankment, base slope inclination, soil compaction and fill materials on the seismic behaviour of embankment that make embank...
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| Format: | Thesis Book |
| Language: | English |
| Published: |
Perlis, Malaysia :
School of Environmental Engineering, University Malaysia Perlis,
2016
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