Temperature effect on compression and collapsibility of residual granitic soil

Temperature effect on compression and collapsibility of residual granitic soil

This research aims to investigate the effect of temperature changes on the compression index and collapse potential of the residual granitic soil that is widely encountered in Malaysia. An experimental study was conducted on the compacted soil using a modified temperature-controlled oedometer. Tempe...

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Bibliographic Details
Main Authors: Mehrdad Kholghifard, Kamarudin Ahmad, Nazri Ali, Roohollah Kalatehjari, Farzad Babakanpour
Format: Article
Language:English
Published: Croatian Association of Civil Engineers 2014-04-01
Series:Građevinar
Online Access:https://doi.org/10.14256/JCE.947.201

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