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The coefficient of consolidation of cohesive soil by using constant rate strain method

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Main Author: Ali Agwila, Abdalla
Format: Thesis
Published: 2007
Subjects:
TA Engineering (General). Civil engineering (General)
Online Access:http://eprints.utm.my/id/eprint/25799/
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spelling my.utm.257992013-11-30T11:24:33Z http://eprints.utm.my/id/eprint/25799/ The coefficient of consolidation of cohesive soil by using constant rate strain method Ali Agwila, Abdalla TA Engineering (General). Civil engineering (General) 2007 Thesis NonPeerReviewed Ali Agwila, Abdalla (2007) The coefficient of consolidation of cohesive soil by using constant rate strain method. Masters thesis, Universiti Teknologi Malaysia, Faculty of Civil Engineering.
institution Universiti Teknologi Malaysia
building UTM Library
collection Institutional Repository
continent Asia
country Malaysia
content_provider Universiti Teknologi Malaysia
content_source UTM Institutional Repository
url_provider http://eprints.utm.my/
topic TA Engineering (General). Civil engineering (General)
spellingShingle TA Engineering (General). Civil engineering (General)
Ali Agwila, Abdalla
The coefficient of consolidation of cohesive soil by using constant rate strain method
format Thesis
author Ali Agwila, Abdalla
author_facet Ali Agwila, Abdalla
author_sort Ali Agwila, Abdalla
title The coefficient of consolidation of cohesive soil by using constant rate strain method
title_short The coefficient of consolidation of cohesive soil by using constant rate strain method
title_full The coefficient of consolidation of cohesive soil by using constant rate strain method
title_fullStr The coefficient of consolidation of cohesive soil by using constant rate strain method
title_full_unstemmed The coefficient of consolidation of cohesive soil by using constant rate strain method
title_sort coefficient of consolidation of cohesive soil by using constant rate strain method
publishDate 2007
url http://eprints.utm.my/id/eprint/25799/
_version_ 1643647614216830976
score 13.211869

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