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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: 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
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id my.um.eprints.8776
record_format eprints
spelling my.um.eprints.87762014-01-03T02:31:23Z http://eprints.um.edu.my/8776/ Settlement analysis of foundation soil over a long time and comparison with field performance Karim, M.R. Gnanendran, C.T. TA Engineering (General). Civil engineering (General) 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 model. The predicted results are compared with the field measurement data and with the analysis results obtained using two other models (i.e. Kutter and Sathialingham, 1992 and modified Cam-Clay). 2009 Conference or Workshop Item PeerReviewed Karim, M.R. and Gnanendran, C.T. (2009) Settlement analysis of foundation soil over a long time and comparison with field performance. In: 17th International Conference on Soil Mechanics and Geotechnical Engineering, ICSMGE 2009, 2009, Alexandria. http://www.scopus.com/inward/record.url?eid=2-s2.0-84865189953&partnerID=40&md5=646bebabd73375f165d2c1e540ad1039
institution Universiti Malaya
building UM Library
collection Institutional Repository
continent Asia
country Malaysia
content_provider Universiti Malaya
content_source UM Research Repository
url_provider http://eprints.um.edu.my/
topic TA Engineering (General). Civil engineering (General)
spellingShingle TA Engineering (General). Civil engineering (General)
Karim, M.R.
Gnanendran, C.T.
Settlement analysis of foundation soil over a long time and comparison with field performance
description 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 model. The predicted results are compared with the field measurement data and with the analysis results obtained using two other models (i.e. Kutter and Sathialingham, 1992 and modified Cam-Clay).
format Conference or Workshop Item
author Karim, M.R.
Gnanendran, C.T.
author_facet Karim, M.R.
Gnanendran, C.T.
author_sort Karim, M.R.
title Settlement analysis of foundation soil over a long time and comparison with field performance
title_short Settlement analysis of foundation soil over a long time and comparison with field performance
title_full Settlement analysis of foundation soil over a long time and comparison with field performance
title_fullStr Settlement analysis of foundation soil over a long time and comparison with field performance
title_full_unstemmed Settlement analysis of foundation soil over a long time and comparison with field performance
title_sort settlement analysis of foundation soil over a long time and comparison with field performance
publishDate 2009
url http://eprints.um.edu.my/8776/
http://www.scopus.com/inward/record.url?eid=2-s2.0-84865189953&partnerID=40&md5=646bebabd73375f165d2c1e540ad1039
_version_ 1643688383871975424
score 13.18916

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