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Water-retention properties of xanthan-gum-biopolymer-treated soils
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Publication Year
2023-03-30
Publisher
ICE Publishing
Citation
Environmental Geotechnics, Vol.11, pp.152-163
Keyword
biopolymerenvironmental impacthydrophilicUN SDG 9: Industry, innovation and infrastructurewetting
Mesh Keyword
Clay mixturesHydrophilicsIndustry infrastructureIndustry innovationsProcess of soilSoil water characteristicsTreated soilsUN SDG 9: industry, innovation and infrastructureWater retention propertiesWetting and drying process
All Science Classification Codes (ASJC)
Environmental EngineeringEnvironmental ChemistryWater Science and TechnologyGeotechnical Engineering and Engineering GeologyWaste Management and DisposalGeochemistry and PetrologyNature and Landscape ConservationManagement, Monitoring, Policy and Law
Abstract
This study aimed to estimate the effects of the xanthan gum biopolymer on the wetting and drying processes of soils. Xanthan gum with different contents by the mass of dried soil was used to treat Jumunjin sand and sand-clay mixtures. The wetting and drying soil-water characteristics of xanthan-gum-biopolymer-treated sand were investigated using capillary rise open tubes and a Fredlund-type soil-water characteristic curve device, respectively. The results show that xanthan gum has a significant effect on controlling the movement of water in soil. The xanthan gum biopolymer shapes the drying soil-water characteristics of soil, and there is a non-linear relationship between the xanthan gum content and the soil-water characteristic parameters of the treated soils. Xanthan gum significantly reduces the capillary conductivity of soil down to 10-7-10-8 m/s for soil treated with 1.0% xanthan gum. Xanthan gum affects the capillary equilibrium process of water differently in wetting tests as well. Furthermore, the wetting results show the role of clay particles in the flow-controlling performance of xanthan gum.
ISSN
2051-803X
Language
eng
URI
https://dspace.ajou.ac.kr/dev/handle/2018.oak/34148
DOI
https://doi.org/10.1680/jenge.22.00098
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Type
Article
Funding
The corresponding author acknowledges the partial support of Hue University under the Core Research Program, Grant Number NCM.DHH.2018.03. This work was also supported by the National Research Foundation of Korea grant funded by the Korean government (Ministry of Science and ICT) (Number 2022R1A2C2091517).
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Chang, Il Han Image
Chang, Il Han장일한
Department of Civil Systems Engineering
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