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    Study on the Effect of Combined Application of Foam and Bentonite Slurry on Conditioned Soil Properties in Sandy Soil Strata

    Source: Journal of Materials in Civil Engineering:;2025:;Volume ( 037 ):;issue: 012::page 04025443-1
    Author:
    Wang, Zhiguo
    ,
    Zhao, Wen
    ,
    Cheng, Cheng
    ,
    Wang, He
    ,
    Liu, Keqi
    DOI: 10.1061/JMCEE7.MTENG-19851
    Publisher: American Society of Civil Engineers
    Abstract: AbstractSoil conditioning is one of the essential methods to ensure the stability of the tunneling face and excavation efficiency in EPB construction. Existing commonly used soil conditioners include foam, bentonite slurry, polymers, and other materials. ...
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      Study on the Effect of Combined Application of Foam and Bentonite Slurry on Conditioned Soil Properties in Sandy Soil Strata

    URI
    https://yetl.yabesh.ir/yetl1/handle/yetl/4312165
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    contributor authorWang, Zhiguo
    contributor authorZhao, Wen
    contributor authorCheng, Cheng
    contributor authorWang, He
    contributor authorLiu, Keqi
    date accessioned2026-08-20T11:24:58Z
    date available2026-08-20T11:24:58Z
    date copyright2025/09/23
    date issued2025
    identifier otherJMCEE7.MTENG-19851.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4312165
    description abstractAbstractSoil conditioning is one of the essential methods to ensure the stability of the tunneling face and excavation efficiency in EPB construction. Existing commonly used soil conditioners include foam, bentonite slurry, polymers, and other materials. ...
    publisherAmerican Society of Civil Engineers
    titleStudy on the Effect of Combined Application of Foam and Bentonite Slurry on Conditioned Soil Properties in Sandy Soil Strata
    typeJournal Article
    journal volume37
    journal issue12
    journal titleJournal of Materials in Civil Engineering
    identifier doi10.1061/JMCEE7.MTENG-19851
    journal fristpage04025443-1
    journal lastpage04025443-16
    page16
    treeJournal of Materials in Civil Engineering:;2025:;Volume ( 037 ):;issue: 012
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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