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    Advanced Biopolymer–Based Soil Strengthening Binder with Trivalent Chromium–Xanthan Gum Crosslinking for Wet Strength and Durability Enhancement

    Source: Journal of Materials in Civil Engineering:;2023:;Volume ( 035 ):;issue: 010::page 04023360-1
    Author:
    Minhyeong Lee
    ,
    Ilhan Chang
    ,
    Gye-Chun Cho
    DOI: 10.1061/JMCEE7.MTENG-16123
    Publisher: ASCE
    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.
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      Advanced Biopolymer–Based Soil Strengthening Binder with Trivalent Chromium–Xanthan Gum Crosslinking for Wet Strength and Durability Enhancement

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    contributor authorMinhyeong Lee
    contributor authorIlhan Chang
    contributor authorGye-Chun Cho
    date accessioned2023-11-27T23:54:41Z
    date available2023-11-27T23:54:41Z
    date issued7/27/2023 12:00:00 AM
    date issued2023-07-27
    identifier otherJMCEE7.MTENG-16123.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4293943
    description abstractXanthan 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.
    publisherASCE
    titleAdvanced Biopolymer–Based Soil Strengthening Binder with Trivalent Chromium–Xanthan Gum Crosslinking for Wet Strength and Durability Enhancement
    typeJournal Article
    journal volume35
    journal issue10
    journal titleJournal of Materials in Civil Engineering
    identifier doi10.1061/JMCEE7.MTENG-16123
    journal fristpage04023360-1
    journal lastpage04023360-15
    page15
    treeJournal of Materials in Civil Engineering:;2023:;Volume ( 035 ):;issue: 010
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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