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    Mathematical Modeling and Experimental Validation for the Performance of Soil–Bentonite Cutoff Walls Considering Chemical Compatibility

    Source: International Journal of Geomechanics:;2025:;Volume ( 025 ):;issue: 004::page 04025021-1
    Author:
    Lin-Feng Cao
    ,
    Xin Zhao
    ,
    Yu-Chao Li
    ,
    Bo Huang
    DOI: 10.1061/IJGNAI.GMENG-10473
    Publisher: American Society of Civil Engineers
    Abstract: The soil–bentonite cutoff wall (SB wall) is commonly employed as a barrier at contaminated sites. However, recent research has revealed that the performance of the SB wall material can significantly deteriorate due to the influence of contaminants, affecting its service life. This study established a theoretical framework to describe the relationships between the transport parameters of SB walls and contaminant concentration. This framework was applied in a numerical model for pollutant transport in a transition layer–SB wall–aquifer system to study the performance of SB walls considering chemical compatibility. The accuracy of this numerical model was validated through comparisons with results from experiments. Moreover, the key pollutants affecting the chemical compatibility of SB materials were identified through the analysis and discussion of the leachate composition in multiple landfills. The calculated results suggest that the chemical compatibility of SB materials is likely critical to the performance of SB walls. The breakthrough time of SB walls can be overestimated by 111.67% with constant transport parameters. Finally, the performance of SB walls under various conditions was calculated and analyzed, offering theoretical guidance for the design and construction of SB walls considering chemical compatibility.
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      Mathematical Modeling and Experimental Validation for the Performance of Soil–Bentonite Cutoff Walls Considering Chemical Compatibility

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/4304899
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    • International Journal of Geomechanics

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    contributor authorLin-Feng Cao
    contributor authorXin Zhao
    contributor authorYu-Chao Li
    contributor authorBo Huang
    date accessioned2025-04-20T10:31:53Z
    date available2025-04-20T10:31:53Z
    date copyright1/21/2025 12:00:00 AM
    date issued2025
    identifier otherIJGNAI.GMENG-10473.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4304899
    description abstractThe soil–bentonite cutoff wall (SB wall) is commonly employed as a barrier at contaminated sites. However, recent research has revealed that the performance of the SB wall material can significantly deteriorate due to the influence of contaminants, affecting its service life. This study established a theoretical framework to describe the relationships between the transport parameters of SB walls and contaminant concentration. This framework was applied in a numerical model for pollutant transport in a transition layer–SB wall–aquifer system to study the performance of SB walls considering chemical compatibility. The accuracy of this numerical model was validated through comparisons with results from experiments. Moreover, the key pollutants affecting the chemical compatibility of SB materials were identified through the analysis and discussion of the leachate composition in multiple landfills. The calculated results suggest that the chemical compatibility of SB materials is likely critical to the performance of SB walls. The breakthrough time of SB walls can be overestimated by 111.67% with constant transport parameters. Finally, the performance of SB walls under various conditions was calculated and analyzed, offering theoretical guidance for the design and construction of SB walls considering chemical compatibility.
    publisherAmerican Society of Civil Engineers
    titleMathematical Modeling and Experimental Validation for the Performance of Soil–Bentonite Cutoff Walls Considering Chemical Compatibility
    typeJournal Article
    journal volume25
    journal issue4
    journal titleInternational Journal of Geomechanics
    identifier doi10.1061/IJGNAI.GMENG-10473
    journal fristpage04025021-1
    journal lastpage04025021-15
    page15
    treeInternational Journal of Geomechanics:;2025:;Volume ( 025 ):;issue: 004
    contenttypeFulltext
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