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    Study on Permeability of Clay under Saline Environment Change and Permeability Prediction Considering Electrochemical Characteristics

    Source: International Journal of Geomechanics:;2025:;Volume ( 025 ):;issue: 004::page 04025020-1
    Author:
    Lingfeng Guo
    ,
    Yafei Xu
    ,
    Yingguang Fang
    DOI: 10.1061/IJGNAI.GMENG-9961
    Publisher: American Society of Civil Engineers
    Abstract: A continuously changing saline environment can lead to changes in the pore structure and the permeability of soils. Studying and establishing the theoretical relationships among factors such as ion concentration, mineral species, pore characteristics, and hydraulic conductivity can provide practical information for geotechnical engineering. For this matter, this paper designed sequential soil permeability experiments with different ion concentration NaCl solutions to study the influence of saline environment change on the permeability of different clayey soils. Meanwhile, an improved Kozeny–Carman equation (EDL-KC) considering the electrical double layer and pore structure was derived, and its applicability was comparatively analyzed. The experimental and theoretical analysis results showed that seawater erosion changes the pore structure of clayey soil composed of kaolinite or illite and reduces its permeability; a mineral composition-related critical ion concentration exists for soil permeability to first decrease and then increase with the growth of the ion concentration. Compared with the KC equation, the EDL-KC equation was found more suitable for predicting the permeability of clayey soil, of which the prediction error was mostly within the two times range.
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      Study on Permeability of Clay under Saline Environment Change and Permeability Prediction Considering Electrochemical Characteristics

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    http://yetl.yabesh.ir/yetl1/handle/yetl/4303998
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    • International Journal of Geomechanics

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    contributor authorLingfeng Guo
    contributor authorYafei Xu
    contributor authorYingguang Fang
    date accessioned2025-04-20T10:06:23Z
    date available2025-04-20T10:06:23Z
    date copyright1/17/2025 12:00:00 AM
    date issued2025
    identifier otherIJGNAI.GMENG-9961.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4303998
    description abstractA continuously changing saline environment can lead to changes in the pore structure and the permeability of soils. Studying and establishing the theoretical relationships among factors such as ion concentration, mineral species, pore characteristics, and hydraulic conductivity can provide practical information for geotechnical engineering. For this matter, this paper designed sequential soil permeability experiments with different ion concentration NaCl solutions to study the influence of saline environment change on the permeability of different clayey soils. Meanwhile, an improved Kozeny–Carman equation (EDL-KC) considering the electrical double layer and pore structure was derived, and its applicability was comparatively analyzed. The experimental and theoretical analysis results showed that seawater erosion changes the pore structure of clayey soil composed of kaolinite or illite and reduces its permeability; a mineral composition-related critical ion concentration exists for soil permeability to first decrease and then increase with the growth of the ion concentration. Compared with the KC equation, the EDL-KC equation was found more suitable for predicting the permeability of clayey soil, of which the prediction error was mostly within the two times range.
    publisherAmerican Society of Civil Engineers
    titleStudy on Permeability of Clay under Saline Environment Change and Permeability Prediction Considering Electrochemical Characteristics
    typeJournal Article
    journal volume25
    journal issue4
    journal titleInternational Journal of Geomechanics
    identifier doi10.1061/IJGNAI.GMENG-9961
    journal fristpage04025020-1
    journal lastpage04025020-11
    page11
    treeInternational Journal of Geomechanics:;2025:;Volume ( 025 ):;issue: 004
    contenttypeFulltext
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