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Advanced Biopolymer-Based Soil Strengthening Binder with Trivalent Chromium-Xanthan Gum Crosslinking for Wet Strength and Durability Enhancementoa mark
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Publication Year
2023-10-01
Publisher
American Society of Civil Engineers (ASCE)
Citation
Journal of Materials in Civil Engineering, Vol.35
Keyword
CrosslinkingDurabilityGrouting materialSoil improvementTrivalent chromiumWet strengthXanthan gum (XG)
Mesh Keyword
Binding materialsGrouting materialsSoil strengtheningSoil treatmentsSoils improvementTreated soilsTrivalent chromiumUnconfined compressive strengthWet strengthXanthan gum
All Science Classification Codes (ASJC)
Civil and Structural EngineeringBuilding and ConstructionMaterials Science (all)Mechanics of Materials
Abstract
Xanthan gum (XG) is an effective soil-binding material for enhancing the geotechnical engineering performance of soil. Due to the hydrophilicity of XG, however, its ineffectiveness as a soil-strengthening agent in wet conditions and the associated durability concerns continue to be obstacles to the implementation of XG soil treatment. Here, we investigated the effect of trivalent chromium (Cr3+) crosslinking on the rheology of XG hydrogels, and consequent variations in the unconfined compressive strength of XG-Cr3+-treated soil. Rheological tests revealed that the crosslinking of Cr3+ initially increased the yield stress of the XG gel; as the gel cured, the XG-Cr3+ gel lost its viscoelasticity and became stiffer and more elastic. With increased Cr3+ and XG concentrations, the time-controllable gelation enhanced the unconfined compressive strength of the sandy soil in a hydrated state. Furthermore, the crosslinking of XG and Cr3+ reduced the swelling of the XG gel and increased strength durability of XG-Cr3+-treated soil under prolonged saturation conditions. Due to the fact that Cr3+ crosslinking effectively improved the wet strength and durability without additional dehydration or heat treatment, this method can expand the applicability of XG soil treatment, such as injection grouting or backfill material for various geotechnical engineering structures.
Language
eng
URI
https://dspace.ajou.ac.kr/dev/handle/2018.oak/33555
DOI
https://doi.org/10.1061/jmcee7.mteng-16123
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Type
Article
Funding
This research was supported by the National Research Foundation of Korea (NRF) grant funded by the Korean government (MSIT) (Nos. 2017R1A5A1014883 and 2022R1A2C2091517).
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Chang, Il Han Image
Chang, Il Han장일한
Department of Civil Systems Engineering
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