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    Chloride Diffusivity of Magnetic Nanometakaolin Mortar in the Presence of Sulfates

    Source: Journal of Materials in Civil Engineering:;2022:;Volume ( 034 ):;issue: 010::page 04022255
    Author:
    H. I. Ahmed
    DOI: 10.1061/(ASCE)MT.1943-5533.0004392
    Publisher: ASCE
    Abstract: The purpose of this paper is to investigate the effect of magnetic water (MW) on the chloride diffusivity of mortar exposed to 5% NaCl solution in the presence of various sulfate concentrations (2%–7%). Cement was replaced with 0%–1.5% nanometakaolin (NMK). MW of 1.2 T was used in magnetic specimens. The degradation in mortars was evaluated in terms of compressive strength, mass change, chloride profile and penetration depth, thermogravimetric analysis (TGA), scanning electron microscopy (SEM), and X-ray diffraction analysis after exposure times up to 52 weeks. Using MW rather than tap water resulted in a significant decrease in the degradation level of all tested specimens. When compared to nonmagnetic mortars, the loss of compressive strength and the formation of ettringite in magnetic specimens were retarded by approximately 4 weeks. The chloride content and penetration depth decreased with increasing sulfate concentration. The 1.5% NMK magnetic mortar showed the minimum degradation in the hardened paste matrix.
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      Chloride Diffusivity of Magnetic Nanometakaolin Mortar in the Presence of Sulfates

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    contributor authorH. I. Ahmed
    date accessioned2023-04-07T00:33:51Z
    date available2023-04-07T00:33:51Z
    date issued2022/10/01
    identifier other%28ASCE%29MT.1943-5533.0004392.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4289284
    description abstractThe purpose of this paper is to investigate the effect of magnetic water (MW) on the chloride diffusivity of mortar exposed to 5% NaCl solution in the presence of various sulfate concentrations (2%–7%). Cement was replaced with 0%–1.5% nanometakaolin (NMK). MW of 1.2 T was used in magnetic specimens. The degradation in mortars was evaluated in terms of compressive strength, mass change, chloride profile and penetration depth, thermogravimetric analysis (TGA), scanning electron microscopy (SEM), and X-ray diffraction analysis after exposure times up to 52 weeks. Using MW rather than tap water resulted in a significant decrease in the degradation level of all tested specimens. When compared to nonmagnetic mortars, the loss of compressive strength and the formation of ettringite in magnetic specimens were retarded by approximately 4 weeks. The chloride content and penetration depth decreased with increasing sulfate concentration. The 1.5% NMK magnetic mortar showed the minimum degradation in the hardened paste matrix.
    publisherASCE
    titleChloride Diffusivity of Magnetic Nanometakaolin Mortar in the Presence of Sulfates
    typeJournal Article
    journal volume34
    journal issue10
    journal titleJournal of Materials in Civil Engineering
    identifier doi10.1061/(ASCE)MT.1943-5533.0004392
    journal fristpage04022255
    journal lastpage04022255_11
    page11
    treeJournal of Materials in Civil Engineering:;2022:;Volume ( 034 ):;issue: 010
    contenttypeFulltext
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