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    Effect of Fly Ash on Early-Age Tensile Creep, Shrinkage, and Cracking Resistance of Supersulfated Cement Concrete under Uniaxial Restrained Condition

    Source: Journal of Materials in Civil Engineering:;2026:;Volume ( 038 ):;issue: 001::page 04025496-1
    Author:
    Shao, Haoze
    ,
    Shen, Dejian
    ,
    Liu, Ci
    ,
    Huang, Quan
    ,
    Zhu, Pengfei
    DOI: 10.1061/JMCEE7.MTENG-20505
    Publisher: American Society of Civil Engineers
    Abstract: AbstractSupersulfated cement (SSC) has been utilized to substitute for portland cement to reduce the carbon dioxide emissions and energy consumption caused by the production of portland cement. Improving the durability of concrete reduces the maintenance ...
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      Effect of Fly Ash on Early-Age Tensile Creep, Shrinkage, and Cracking Resistance of Supersulfated Cement Concrete under Uniaxial Restrained Condition

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    contributor authorShao, Haoze
    contributor authorShen, Dejian
    contributor authorLiu, Ci
    contributor authorHuang, Quan
    contributor authorZhu, Pengfei
    date accessioned2026-08-20T11:31:14Z
    date available2026-08-20T11:31:14Z
    date copyright2025/10/28
    date issued2026
    identifier otherJMCEE7.MTENG-20505.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4312316
    description abstractAbstractSupersulfated cement (SSC) has been utilized to substitute for portland cement to reduce the carbon dioxide emissions and energy consumption caused by the production of portland cement. Improving the durability of concrete reduces the maintenance ...
    publisherAmerican Society of Civil Engineers
    titleEffect of Fly Ash on Early-Age Tensile Creep, Shrinkage, and Cracking Resistance of Supersulfated Cement Concrete under Uniaxial Restrained Condition
    typeJournal Article
    journal volume38
    journal issue1
    journal titleJournal of Materials in Civil Engineering
    identifier doi10.1061/JMCEE7.MTENG-20505
    journal fristpage04025496-1
    journal lastpage04025496-11
    page11
    treeJournal of Materials in Civil Engineering:;2026:;Volume ( 038 ):;issue: 001
    contenttypeFulltext
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