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
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id my-utm-ep.25799
record_format uketd_dc
spelling my-utm-ep.257992013-11-30T11:24:33Z The coefficient of consolidation of cohesive soil by using constant rate strain method 2007 Ali Agwila, Abdalla TA Engineering (General). Civil engineering (General) 2007 Thesis http://eprints.utm.my/id/eprint/25799/ masters Universiti Teknologi Malaysia, Faculty of Civil Engineering Faculty of Civil Engineering
institution Universiti Teknologi Malaysia
collection UTM Institutional Repository
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
description
format Thesis
qualification_level Master's degree
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
granting_institution Universiti Teknologi Malaysia, Faculty of Civil Engineering
granting_department Faculty of Civil Engineering
publishDate 2007
_version_ 1747815433883353088