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    Performance Evaluation of an Eco-Binder Made with Slag and CFBC Fly Ash

    Source: Journal of Materials in Civil Engineering:;2014:;Volume ( 026 ):;issue: 012
    Author:
    Nguyen Tien Dung
    ,
    Ta-Peng Chang
    ,
    Tzong-Ruey Yang
    DOI: 10.1061/(ASCE)MT.1943-5533.0001019
    Publisher: American Society of Civil Engineers
    Abstract: Performance of the engineering properties of paste manufactured with an eco-binder was evaluated. The eco-binder without cement, SCA, was made with slag (S) and fly ash (CA) that had been created by circulating fluidized bed combustion (CFBC). Experimental results show that the pure slag paste hardly sets and the pure CA paste gives very little strength. But when slag and CA are mixed together, the SCA paste not only has proper setting times but also has sufficient strength. The compressive and tensile strength of SCA paste can reach 80 MPa and 4.6 MPa, respectively, at 28 days and higher at longer ages. In addition, the early expansion of the SCA paste compensates for its later shrinkage so that the ultimate drying shrinkage of SCA paste is lower than that of ordinary portland cement paste. The hydration products of the SCA paste detected by X-ray diffraction (XRD), scanning electron microscope (SEM), and energy-dispersive X-ray (EDX) are ettringite, calcium silicate hydrate (C-S-H), and calcium silicate alumina hydrate (C-S-A-H). All of them are bonded together and generate self-cementitious properties in SCA paste.
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      Performance Evaluation of an Eco-Binder Made with Slag and CFBC Fly Ash

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    contributor authorNguyen Tien Dung
    contributor authorTa-Peng Chang
    contributor authorTzong-Ruey Yang
    date accessioned2017-05-08T22:09:52Z
    date available2017-05-08T22:09:52Z
    date copyrightDecember 2014
    date issued2014
    identifier other36540462.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/72627
    description abstractPerformance of the engineering properties of paste manufactured with an eco-binder was evaluated. The eco-binder without cement, SCA, was made with slag (S) and fly ash (CA) that had been created by circulating fluidized bed combustion (CFBC). Experimental results show that the pure slag paste hardly sets and the pure CA paste gives very little strength. But when slag and CA are mixed together, the SCA paste not only has proper setting times but also has sufficient strength. The compressive and tensile strength of SCA paste can reach 80 MPa and 4.6 MPa, respectively, at 28 days and higher at longer ages. In addition, the early expansion of the SCA paste compensates for its later shrinkage so that the ultimate drying shrinkage of SCA paste is lower than that of ordinary portland cement paste. The hydration products of the SCA paste detected by X-ray diffraction (XRD), scanning electron microscope (SEM), and energy-dispersive X-ray (EDX) are ettringite, calcium silicate hydrate (C-S-H), and calcium silicate alumina hydrate (C-S-A-H). All of them are bonded together and generate self-cementitious properties in SCA paste.
    publisherAmerican Society of Civil Engineers
    titlePerformance Evaluation of an Eco-Binder Made with Slag and CFBC Fly Ash
    typeJournal Paper
    journal volume26
    journal issue12
    journal titleJournal of Materials in Civil Engineering
    identifier doi10.1061/(ASCE)MT.1943-5533.0001019
    treeJournal of Materials in Civil Engineering:;2014:;Volume ( 026 ):;issue: 012
    contenttypeFulltext
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