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...
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| Main Authors: | , |
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| Format: | Conference or Workshop Item |
| Published: |
2009
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| 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 |
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