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...
Saved in:
| Main Authors: | , |
|---|---|
| 格式: | Article |
| 语言: | English |
| 出版: |
Faculty of Civil Engineering, UTM
2005
|
| 主题: | |
| 在线阅读: | http://eprints.utm.my/id/eprint/8273/1/HendraJitno2005_StabilityAndDeformationAnalysis.PDF http://eprints.utm.my/id/eprint/8273/ http://web.utm.my/ipasa/images/stories/MJCE/2005/ |
| 标签: |
添加标签
没有标签, 成为第一个标记此记录!
|