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

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...

Full description

Saved in:
Bibliographic Details
Main Authors: Karim, M.R., Gnanendran, C.T.
Format: Conference or Workshop Item
Published: 2009
Subjects:
Online Access:http://eprints.um.edu.my/8776/
http://www.scopus.com/inward/record.url?eid=2-s2.0-84865189953&partnerID=40&md5=646bebabd73375f165d2c1e540ad1039
Tags: Add Tag
No Tags, Be the first to tag this record!

Similar Items