Behaviour of Soft Clay Foundation Beneath an Embankment

Kim Huat, Bujang (1994) Behaviour of Soft Clay Foundation Beneath an Embankment. Pertanika Journal of Science & Technology, 2 (2). pp. 215-235. ISSN 0128-7680

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Abstract

As a material, soft clay poses many challenges to geotechnical engineers. The material responds in a spectacular manner to stress changes. The paper describes the behaviour of five embankments constructed on lightly over consolidated soft Malaysian marine clays. The main finding is that the clay response to construction is not truly undrained. Significant consolidation develops initially in the over consolidated clay, which becomes normally consolidated during construction. Undrained behaviour develops only in the normally consolidated clay during the initial stages of construction.

Item Type:Article
Keyword:consolidation, lateral displacement, pore water pressure, soft clay
Faculty or Institute:Faculty of Engineering
Publisher:Universiti Putra Malaysia Press
ID Code:3117
Deposited By: Nur Izzati Mohd Zaki
Deposited On:24 Nov 2009 02:19
Last Modified:27 May 2013 07:05

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