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Effect of loading rate on the volume change behavior of unsaturated residual soil


Citation

Kim Huat, Bujang and Ali, Faisal and Choong, Foong Heng (2006) Effect of loading rate on the volume change behavior of unsaturated residual soil. Geotechnical and Geological Engineering, 24 (6). pp. 1527-1544. ISSN 0960-3182; ESSN: 1573-1529

Abstract

Residual soils occur in most countries of the world but those that occur in greater area and depth are usually found in the tropical humid areas. This research examines the effects of loading rate of applied or net mean stress on the volume change behavior of an unsaturated granitic residual soil. Three loading rates were adopted: fast, slow and extra slow loading rate. It was observed that the loading rate of applied or net mean stress has a pronounced effect on the void ratio and degree of saturation but has an insignificant effect on the water content of residual soils subjected to constant matric suction.


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Additional Metadata

Item Type: Article
Divisions: Faculty of Engineering
DOI Number: https://doi.org/10.1007/s10706-005-3366-1
Publisher: Springer
Keywords: Degree of saturation; Laboratory test; Partially saturated soil; Stress path; Suction; Void ratio; Water content
Depositing User: Nabilah Mustapa
Date Deposited: 08 Mar 2019 06:30
Last Modified: 08 Mar 2019 06:30
Altmetrics: http://www.altmetric.com/details.php?domain=psasir.upm.edu.my&doi=10.1007/s10706-005-3366-1
URI: http://psasir.upm.edu.my/id/eprint/14330
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