Stability and deformation analysis of failed embankments founded on soft clays

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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...

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Bibliographic Details
Main Authors:	Jitno, Hendra, Gofar, Nurly
Format:	Article
Language:	English
Published:	Faculty of Civil Engineering, UTM 2005
Subjects:	TA Engineering (General). Civil engineering (General)
Online Access:	http://eprints.utm.my/8273/ http://eprints.utm.my/8273/1/HendraJitno2005_StabilityAndDeformationAnalysis.PDF

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