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The influence of chloride salts on compressibility behaviour of lime-treated organic clay

Mohd. Yunus, Nor Zurairahetty and Wanatowski, Dariusz and Stace, L. R. (2013) The influence of chloride salts on compressibility behaviour of lime-treated organic clay. International Journal of Geotechnics, constructions, materials & environment (GEOMATE), 5 (1). pp. 640-646. ISSN 2186-2990

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Abstract

Previous studies have shown that the compressibility behaviour of lime-treated organic clay with varying humic acid contents were not effective as time prolonged. Therefore, chloride salts in the amounts of 0.5%, 2.0% and 5.0% were introduced in conjunction with lime-treated organic containing 1.5% humic acid content to assess the influence of salts on the improvement of compressibility behaviour of lime-treated organic clay. The compressibility behaviour of lime-treated organic clay with varying amounts of chloride salts was studied at different curing periods. The influence of the chloride salts on the lime-clay reactions was analysed in terms of changes in void ratio (e), volumetric strain (e1), compression index (Cc), and coefficient of consolidation (cv) which defines a soil's compressibility. The addition of chloride salts to the lime-treated organic clay shows less compressible behaviour in the long term as evidenced by the oedometer tests. The results confirm the effectiveness of salt in lime-treated organic clay. The influence of chloride salts on compressibility behaviour of lime-treated organic clay.

Item Type:Article
Subjects:T Technology > TA Engineering (General). Civil engineering (General)
Divisions:Civil Engineering
ID Code:40817
Deposited By: Liza Porijo
Deposited On:20 Aug 2014 08:15
Last Modified:13 Aug 2017 04:35

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