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    Microstructure of Calcium Carbide Residue–Ground Fly Ash Paste

    Source: Journal of Materials in Civil Engineering:;2011:;Volume ( 023 ):;issue: 003
    Author:
    Kiatsuda Somna
    ,
    Chai Jaturapitakkul
    ,
    Puangrat Kajitvichyanukul
    DOI: 10.1061/(ASCE)MT.1943-5533.0000167
    Publisher: American Society of Civil Engineers
    Abstract: Microstructures of calcium carbide residue (CCR) and CCR–ground fly ash (CCR-GFA) pastes were examined. A ratio of CCR to GFA of 30 to 70 by weight was used as a binder without portland cement. CCR-GFA pastes with three different water-to-binder (W/B) ratios of 0.3, 0.4, and 0.5 were prepared. Scanning electron microscopy (SEM) was used to study the morphology of the CCR-GFA pastes. X-ray diffractometry (XRD) and Fourier transform infrared (FTIR) spectroscopy were used to provide fundamental information about the specimens. Microstructures of CCR-GFA pastes were studied at 60 days. The compressive strengths of CCR-GFA pastes were determined at 7, 14, 28, 42, and 60 days. The morphology of CCR-GFA paste was composed of gelatinous particles of different sizes. The fracture surface was inhomogeneous with rough textures. Calcium silicate hydrate (CSH) product as
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      Microstructure of Calcium Carbide Residue–Ground Fly Ash Paste

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    https://yetl.yabesh.ir/yetl1/handle/yetl/66515
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    • Journal of Materials in Civil Engineering

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    contributor authorKiatsuda Somna
    contributor authorChai Jaturapitakkul
    contributor authorPuangrat Kajitvichyanukul
    date accessioned2017-05-08T21:55:17Z
    date available2017-05-08T21:55:17Z
    date copyrightMarch 2011
    date issued2011
    identifier other%28asce%29mt%2E1943-5533%2E0000200.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/66515
    description abstractMicrostructures of calcium carbide residue (CCR) and CCR–ground fly ash (CCR-GFA) pastes were examined. A ratio of CCR to GFA of 30 to 70 by weight was used as a binder without portland cement. CCR-GFA pastes with three different water-to-binder (W/B) ratios of 0.3, 0.4, and 0.5 were prepared. Scanning electron microscopy (SEM) was used to study the morphology of the CCR-GFA pastes. X-ray diffractometry (XRD) and Fourier transform infrared (FTIR) spectroscopy were used to provide fundamental information about the specimens. Microstructures of CCR-GFA pastes were studied at 60 days. The compressive strengths of CCR-GFA pastes were determined at 7, 14, 28, 42, and 60 days. The morphology of CCR-GFA paste was composed of gelatinous particles of different sizes. The fracture surface was inhomogeneous with rough textures. Calcium silicate hydrate (CSH) product as
    publisherAmerican Society of Civil Engineers
    titleMicrostructure of Calcium Carbide Residue–Ground Fly Ash Paste
    typeJournal Paper
    journal volume23
    journal issue3
    journal titleJournal of Materials in Civil Engineering
    identifier doi10.1061/(ASCE)MT.1943-5533.0000167
    treeJournal of Materials in Civil Engineering:;2011:;Volume ( 023 ):;issue: 003
    contenttypeFulltext
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