Stability and deformation analysis of failed embankments founded on soft clays
This paper presents results of stability and deformation analysis of several, failed embankment case histories founded on soft clay. Different methods of limit equilibrium analysis (Fellenius, Bishop, Janbu and Spencer) adopted in computer program SLOPE/W were used to calculate the Factor of Safety...
| Main Authors: | , |
|---|---|
| Format: | Article |
| Language: | English |
| Published: |
Faculty of Civil Engineering, UTM,
2005-06.
|
| Subjects: | |
| Online Access: | Get fulltext |