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    Microstructure of Carbonation-Activated Steel Slag Binder

    Source: Journal of Materials in Civil Engineering:;2018:;Volume ( 030 ):;issue: 009
    Author:
    Ghouleh Zaid;Celikin Mert;Guthrie Roderick I. L.;Shao Yixin
    DOI: 10.1061/(ASCE)MT.1943-5533.0002421
    Publisher: American Society of Civil Engineers
    Abstract: A steel slag material demonstrated rapid hardening and a considerable gain in compressive strength upon reacting with carbon dioxide. Two-hour carbonated paste compacts achieved an average compressive strength of 8 MPa, warranting the slag’s consideration as a cement-like binder for building applications. The microstructure of this CO2-activated binder system was examined. The reaction was found to engage the di-calcium-silicate component of the slag to generate a hardened matrix consisting of CaCO3 and a low-lime calcium-silicate-hydrate (C─ S─ H) phase. The latter differed in composition and structure from C─ S─ H variants generated from normal portland cement hydration. Raman spectroscopy confirmed bands (33, 51–55, 6–63, and 1,5  cm−1) consistent with C─ S─ H species having low-lime compositions. High-resolution transmission electron microscope (TEM) resolved lamellar features for C─ S─ H with short basal spacings (averaging .73 nm), correlatively indicating superior interlayer cohesion. Moreover, abundant nano-CaCO3 crystals were found interlocked within the C─ S─ H phase, forming a dense nanoscale composite matrix. Such a proposed binder system is completely by-product-sourced, thus presenting the potential of eliminating or significantly reducing the carbon footprint of building products.
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      Microstructure of Carbonation-Activated Steel Slag Binder

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    contributor authorGhouleh Zaid;Celikin Mert;Guthrie Roderick I. L.;Shao Yixin
    date accessioned2019-02-26T07:32:45Z
    date available2019-02-26T07:32:45Z
    date issued2018
    identifier other%28ASCE%29MT.1943-5533.0002421.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4247767
    description abstractA steel slag material demonstrated rapid hardening and a considerable gain in compressive strength upon reacting with carbon dioxide. Two-hour carbonated paste compacts achieved an average compressive strength of 8 MPa, warranting the slag’s consideration as a cement-like binder for building applications. The microstructure of this CO2-activated binder system was examined. The reaction was found to engage the di-calcium-silicate component of the slag to generate a hardened matrix consisting of CaCO3 and a low-lime calcium-silicate-hydrate (C─ S─ H) phase. The latter differed in composition and structure from C─ S─ H variants generated from normal portland cement hydration. Raman spectroscopy confirmed bands (33, 51–55, 6–63, and 1,5  cm−1) consistent with C─ S─ H species having low-lime compositions. High-resolution transmission electron microscope (TEM) resolved lamellar features for C─ S─ H with short basal spacings (averaging .73 nm), correlatively indicating superior interlayer cohesion. Moreover, abundant nano-CaCO3 crystals were found interlocked within the C─ S─ H phase, forming a dense nanoscale composite matrix. Such a proposed binder system is completely by-product-sourced, thus presenting the potential of eliminating or significantly reducing the carbon footprint of building products.
    publisherAmerican Society of Civil Engineers
    titleMicrostructure of Carbonation-Activated Steel Slag Binder
    typeJournal Paper
    journal volume30
    journal issue9
    journal titleJournal of Materials in Civil Engineering
    identifier doi10.1061/(ASCE)MT.1943-5533.0002421
    page4018217
    treeJournal of Materials in Civil Engineering:;2018:;Volume ( 030 ):;issue: 009
    contenttypeFulltext
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