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

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.

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Item Type:Thesis (Masters)
Additional Information: Thesis (Sarjana Kejuruteraan (Awam - Geoteknik)) - Universiti Teknologi Malaysia, 2007; Supervisor:
Subjects:T Technology > TA Engineering (General). Civil engineering (General)
Divisions:Civil Engineering
ID Code:25799
Deposited By: Kamariah Mohamed Jong
Deposited On:30 Nov 2013 11:24
Last Modified:30 Nov 2013 11:24

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