Issue |
MATEC Web Conf.
Volume 250, 2018
The 12th International Civil Engineering Post Graduate Conference (SEPKA) – The 3rd International Symposium on Expertise of Engineering Design (ISEED) (SEPKA-ISEED 2018)
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Article Number | 01002 | |
Number of page(s) | 12 | |
Section | Geotechnical Engineering | |
DOI | https://doi.org/10.1051/matecconf/201825001002 | |
Published online | 11 December 2018 |
Experimental study on aqueous phase liquids migration in double-porosity soil under non-isothermal effect using digital image analysis
1,2
Center of Tropical Geoengineering, Faculty of Civil Engineering, Universiti Teknologi Malaysia, Skudai Campus, 81310 Johor Bahru, Johor, Malaysia
1,3,4,5
Department of Water and Environmental Engineering, Faculty of Civil Engineering, Universiti Teknologi Malaysia, Skudai Campus, 81310 Johor Bahru, Johor, Malaysia
2,6
Department Geotechnical and Transportation, Faculty of Civil Engineering, Universiti Teknologi Malaysia, Skudai Campus, 81310 Johor Bahru, Johor, Malaysia
* Corresponding author: edwinloke84@yahoo.com
Aqueous phase liquid (APLs) leakage and spillage into the subsurface system, leading to groundwater contamination is an issue that needs to be addressed. This paper aims to investigate the APLs migration characteristics in fractured non-isothermal double-porosity soil. A laboratory experiment was conducted to observe and monitor the characteristics of the soil structure and APLs migration in heated deformable double-porosity soil using digital image processing technique. The results show rapid liquid migration for the fractured soil samples. The time taken for the liquid to migrate under the application of heat is less for sample with low moisture content due to faster dry off and rapid evaporation. It can be concluded that APLs migration under vibration and non-isothermal effect is highly influenced by the soil sample structure, the soil fractured pattern, the soil water content, and the applied heat in the soil.
© The Authors, published by EDP Sciences, 2018
This is an open access article distributed under the terms of the Creative Commons Attribution License 4.0 (http://creativecommons.org/licenses/by/4.0), which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited.
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