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    Ambient Temperature Curing Stimulated One-Part Engineered Geopolymer Composites with Extremely High Ductility and Low Thermal Conductivity

    Source: Journal of Materials in Civil Engineering:;2026:;Volume ( 038 ):;issue: 004::page 04026063-1
    Author:
    Nguyễn, Phương Hoàng
    ,
    Nguyễn, Huy Hoàng
    ,
    Lương, Quang-Hiếu
    ,
    Kim, Youngsang
    ,
    Lee, Bang Yeon
    DOI: 10.1061/JMCEE7.MTENG-22099
    Publisher: American Society of Civil Engineers
    Abstract: AbstractAchieving high tensile strain capacity in practical, ambient-cured one-part engineered geopolymer composites (OP-EGCs) remains a critical challenge, with previously reported tensile strain capacities typically below 5%. This study introduces a ...
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      Ambient Temperature Curing Stimulated One-Part Engineered Geopolymer Composites with Extremely High Ductility and Low Thermal Conductivity

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    https://yetl.yabesh.ir/yetl1/handle/yetl/4312642
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    contributor authorNguyễn, Phương Hoàng
    contributor authorNguyễn, Huy Hoàng
    contributor authorLương, Quang-Hiếu
    contributor authorKim, Youngsang
    contributor authorLee, Bang Yeon
    date accessioned2026-08-20T11:46:04Z
    date available2026-08-20T11:46:04Z
    date copyright2026/02/09
    date issued2026
    identifier otherJMCEE7.MTENG-22099.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4312642
    description abstractAbstractAchieving high tensile strain capacity in practical, ambient-cured one-part engineered geopolymer composites (OP-EGCs) remains a critical challenge, with previously reported tensile strain capacities typically below 5%. This study introduces a ...
    publisherAmerican Society of Civil Engineers
    titleAmbient Temperature Curing Stimulated One-Part Engineered Geopolymer Composites with Extremely High Ductility and Low Thermal Conductivity
    typeJournal Article
    journal volume38
    journal issue4
    journal titleJournal of Materials in Civil Engineering
    identifier doi10.1061/JMCEE7.MTENG-22099
    journal fristpage04026063-1
    journal lastpage04026063-10
    page10
    treeJournal of Materials in Civil Engineering:;2026:;Volume ( 038 ):;issue: 004
    contenttypeFulltext
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