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    Sucrose Degradation and Its Influence Mechanism on the Mechanical Properties of Contaminated Soil: Experimental Insight

    Source: International Journal of Geomechanics:;2025:;Volume ( 025 ):;issue: 007::page 04025121-1
    Author:
    Rui Zhang
    ,
    Liwen Cao
    ,
    Kaixuan Huang
    ,
    Yuliang Guo
    ,
    Lulin Tan
    DOI: 10.1061/IJGNAI.GMENG-10836
    Publisher: American Society of Civil Engineers
    Abstract: The infiltration and degradation of domestic contaminants have a substantial influence on the mechanical properties of soil. Sucrose is one of the oligosaccharide contaminants with high content and is prone to degradation in domestic-source contaminants. In this study, a series of tests were conducted to investigate the changes in the mechanical properties of clayey soil during the sucrose degradation process. First, in different concentrations of sucrose-contaminated soil, the organic matter content during the sucrose degradation process was measured to analyze its degradation characteristics. During the degradation process, the unconfined compressive strength and compression coefficient of the soil were measured to analyze the changes in its mechanical properties. Finally, the changes in the permeability coefficient and microstructure of the soil were analyzed in depth. The findings indicated that the degradation of sucrose and the associated alterations in the mechanical properties of contaminated soil were concentration-dependent. The effect mechanism involved the formation of organic-clay flocs during the early stages of degradation and the alkaline oxides’ dissolution in the later stages. These findings contribute to a deeper understanding of the impact of domestic-source pollution on soil and provide references for the reinforcement of contaminated soil.
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      Sucrose Degradation and Its Influence Mechanism on the Mechanical Properties of Contaminated Soil: Experimental Insight

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    http://yetl.yabesh.ir/yetl1/handle/yetl/4306734
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    • International Journal of Geomechanics

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    contributor authorRui Zhang
    contributor authorLiwen Cao
    contributor authorKaixuan Huang
    contributor authorYuliang Guo
    contributor authorLulin Tan
    date accessioned2025-08-17T22:18:02Z
    date available2025-08-17T22:18:02Z
    date copyright7/1/2025 12:00:00 AM
    date issued2025
    identifier otherIJGNAI.GMENG-10836.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4306734
    description abstractThe infiltration and degradation of domestic contaminants have a substantial influence on the mechanical properties of soil. Sucrose is one of the oligosaccharide contaminants with high content and is prone to degradation in domestic-source contaminants. In this study, a series of tests were conducted to investigate the changes in the mechanical properties of clayey soil during the sucrose degradation process. First, in different concentrations of sucrose-contaminated soil, the organic matter content during the sucrose degradation process was measured to analyze its degradation characteristics. During the degradation process, the unconfined compressive strength and compression coefficient of the soil were measured to analyze the changes in its mechanical properties. Finally, the changes in the permeability coefficient and microstructure of the soil were analyzed in depth. The findings indicated that the degradation of sucrose and the associated alterations in the mechanical properties of contaminated soil were concentration-dependent. The effect mechanism involved the formation of organic-clay flocs during the early stages of degradation and the alkaline oxides’ dissolution in the later stages. These findings contribute to a deeper understanding of the impact of domestic-source pollution on soil and provide references for the reinforcement of contaminated soil.
    publisherAmerican Society of Civil Engineers
    titleSucrose Degradation and Its Influence Mechanism on the Mechanical Properties of Contaminated Soil: Experimental Insight
    typeJournal Article
    journal volume25
    journal issue7
    journal titleInternational Journal of Geomechanics
    identifier doi10.1061/IJGNAI.GMENG-10836
    journal fristpage04025121-1
    journal lastpage04025121-10
    page10
    treeInternational Journal of Geomechanics:;2025:;Volume ( 025 ):;issue: 007
    contenttypeFulltext
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