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    Optimum Mix Design for Internally Integrated Concrete with Crystallizing Protective Material

    Source: Journal of Materials in Civil Engineering:;2019:;Volume ( 031 ):;issue: 007
    Author:
    Mazen J. Al-Kheetan
    ,
    Mujib M. Rahman
    ,
    Denis A. Chamberlain
    DOI: 10.1061/(ASCE)MT.1943-5533.0002694
    Publisher: American Society of Civil Engineers
    Abstract: In this research, a silica-based crystallizing protective material was integrated into a fresh concrete mix to evaluate its efficacy in reducing water absorption while preserving the compressive strength level of the mixture. An optimum concrete mix design was determined, by producing several concrete mixes with different water-to-cement ratios (w/c) of 0.32, 0.37, 0.40, and 0.46, and treated with 2% and 4% of the crystallizing admixture. Water absorption and the mechanical properties of the treated and control mixes were measured, using the initial surface absorption test (ISAT) and the compressive strength and the flexural strength tests, respectively. Results showed that it is possible to obtain a water-resistant concrete without compromising its compressive strength if the right w/c ratio was used and the proper dosage of the crystallizing material was added. In addition, results revealed that treatment is beneficial only in the case of producing concrete with low w/c ratios of 0.32 and 0.37 and treated with crystallizing material. The compressive strength can increase up to 42% and with a significant drop in water absorption reaches 65%. Treated concrete was analyzed thoroughly under the scanning electron microscope (SEM) and X-ray diffraction (XRD) instrument to show the development of crystals with time and their interaction with the concrete mix.
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      Optimum Mix Design for Internally Integrated Concrete with Crystallizing Protective Material

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    https://yetl.yabesh.ir/yetl1/handle/yetl/4259345
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    • Journal of Materials in Civil Engineering

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    contributor authorMazen J. Al-Kheetan
    contributor authorMujib M. Rahman
    contributor authorDenis A. Chamberlain
    date accessioned2019-09-18T10:36:36Z
    date available2019-09-18T10:36:36Z
    date issued2019
    identifier other%28ASCE%29MT.1943-5533.0002694.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4259345
    description abstractIn this research, a silica-based crystallizing protective material was integrated into a fresh concrete mix to evaluate its efficacy in reducing water absorption while preserving the compressive strength level of the mixture. An optimum concrete mix design was determined, by producing several concrete mixes with different water-to-cement ratios (w/c) of 0.32, 0.37, 0.40, and 0.46, and treated with 2% and 4% of the crystallizing admixture. Water absorption and the mechanical properties of the treated and control mixes were measured, using the initial surface absorption test (ISAT) and the compressive strength and the flexural strength tests, respectively. Results showed that it is possible to obtain a water-resistant concrete without compromising its compressive strength if the right w/c ratio was used and the proper dosage of the crystallizing material was added. In addition, results revealed that treatment is beneficial only in the case of producing concrete with low w/c ratios of 0.32 and 0.37 and treated with crystallizing material. The compressive strength can increase up to 42% and with a significant drop in water absorption reaches 65%. Treated concrete was analyzed thoroughly under the scanning electron microscope (SEM) and X-ray diffraction (XRD) instrument to show the development of crystals with time and their interaction with the concrete mix.
    publisherAmerican Society of Civil Engineers
    titleOptimum Mix Design for Internally Integrated Concrete with Crystallizing Protective Material
    typeJournal Paper
    journal volume31
    journal issue7
    journal titleJournal of Materials in Civil Engineering
    identifier doi10.1061/(ASCE)MT.1943-5533.0002694
    page04019101
    treeJournal of Materials in Civil Engineering:;2019:;Volume ( 031 ):;issue: 007
    contenttypeFulltext
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