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    Flowability and Strength of Flowable Filling Materials Made from Cement-Stabilized Sand and Soft Clay: Conflicting Effects of Sand Addition

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2026:;Volume ( 152 ):;issue: 001::page 04025175-1
    Author:
    Qin, Junde
    ,
    Svetha, Pudur Nandagoplan
    ,
    Sun, Xinlei
    ,
    Yi, Yaolin
    DOI: 10.1061/JGGEFK.GTENG-13662
    Publisher: American Society of Civil Engineers
    Abstract: AbstractSoft clay with high water content and low strength is largely generated during excavation and dredging activities worldwide. Cement stabilization can effectively increase the strength of soft clay. However, with a high water content, the ...
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      Flowability and Strength of Flowable Filling Materials Made from Cement-Stabilized Sand and Soft Clay: Conflicting Effects of Sand Addition

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    https://yetl.yabesh.ir/yetl1/handle/yetl/4311455
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    contributor authorQin, Junde
    contributor authorSvetha, Pudur Nandagoplan
    contributor authorSun, Xinlei
    contributor authorYi, Yaolin
    date accessioned2026-08-20T10:55:42Z
    date available2026-08-20T10:55:42Z
    date copyright2025/11/06
    date issued2026
    identifier otherJGGEFK.GTENG-13662.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4311455
    description abstractAbstractSoft clay with high water content and low strength is largely generated during excavation and dredging activities worldwide. Cement stabilization can effectively increase the strength of soft clay. However, with a high water content, the ...
    publisherAmerican Society of Civil Engineers
    titleFlowability and Strength of Flowable Filling Materials Made from Cement-Stabilized Sand and Soft Clay: Conflicting Effects of Sand Addition
    typeJournal Article
    journal volume152
    journal issue1
    journal titleJournal of Geotechnical and Geoenvironmental Engineering
    identifier doi10.1061/JGGEFK.GTENG-13662
    journal fristpage04025175-1
    journal lastpage04025175-13
    page13
    treeJournal of Geotechnical and Geoenvironmental Engineering:;2026:;Volume ( 152 ):;issue: 001
    contenttypeFulltext
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