Settlement analysis of foundation soil over a long time and comparison with field performance

• Main Authors: Karim, M.R., Gnanendran, C.T.
• Format: Conference or Workshop Item
• Published: 2009
• Subjects: TA Engineering (General). Civil engineering (General)
• Online Access: http://eprints.um.edu.my/8776/; http://www.scopus.com/inward/record.url?eid=2-s2.0-84865189953&partnerID=40&md5=646bebabd73375f165d2c1e540ad1039

This paper models the consolidation of the foundation soil of a wide geogrid reinforced embankment close to its centre-line. An elastic viscoplastic model has been used for the analysis. A creep function that takes into account of the non-linear nature of creep has also been incorporated in this mod...