This paper explores the transient upward flow of saline water in one-dimensional soil and soil–geosynthetics columns to evaluate preventive measures to mitigate salinity rise. Unsaturated soil concepts are utilised to elucidate the salinity movement through geotextile and geocomposite drain interfaces. The presence of a geotextile layer slowed down the capillary rise of the saline water. However, it did not prevent the breakthrough of the saline water due to the hydrophilicity of the geotextile and the suction at the geotextile base being close to the geotextile's water entry suction value. In contrast, using a geocomposite drain mitigated the upward saline wetting front. It acted as a salinity capillary barrier due to the initial hydrophobicity of its geotextile component and the air gap present in the geonet core.
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October 2022
Research Article|
March 03 2022
Experimental evaluation of salinity geosynthetics capillary barriers Available to Purchase
A. Bouazza
A. Bouazza
1Professor, Department of Civil Engineering, 23 College Walk, Monash University, Vic 3800, Australia, E-mail: malek.bouazza@monash.edu
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Publisher: Emerald Publishing
Received:
August 20 2021
Accepted:
October 07 2021
Online ISSN: 1751-7613
Print ISSN: 1072-6349
© 2021 Thomas Telford Ltd
2021
Geosynthetics International (2022) 29 (5): 547–554.
Article history
Received:
August 20 2021
Accepted:
October 07 2021
Citation
Bouazza A (2022), "Experimental evaluation of salinity geosynthetics capillary barriers". Geosynthetics International, Vol. 29 No. 5 pp. 547–554, doi: https://doi.org/10.1680/jgein.21.00056
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