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    Enhancing Sulfuric Acid Resistance of Cement Paste through Incorporation of CMK with Different Specific Surface Areas: An Analysis of Mechanical Properties and Durability

    Source: Journal of Materials in Civil Engineering:;2025:;Volume ( 037 ):;issue: 005::page 04025113-1
    Author:
    Guang Liang
    ,
    Linhao Wang
    ,
    Jinli Wang
    ,
    Xiaoqiang Dong
    ,
    Alfred Attoh
    DOI: 10.1061/JMCEE7.MTENG-18888
    Publisher: American Society of Civil Engineers
    Abstract: This study investigates the impact of two different coal-bearing metakaolin (CMK) powders, characterized by varying specific surface areas, on the partial replacement of cement and its resultant effect on the sulfuric acid resistance of cement paste. The CMK-cement paste specimens underwent exposure to a 5% sulfuric acid solution, with subsequent analysis of degradation kinetics, phase composition, and microstructure. The degradation kinetics, encompassing appearance alteration and strength loss, revealed that both particle sizes of CMK contributed to a reduction in the degradation rate of the specimens, with finer CMK demonstrating a more pronounced effect. Moreover, the compressive strengths of the two CMK-cement pastes surpassed those of the pure cement paste by 8.5% and 16% at the 180-day mark. Moreover, resistivity and scanning electron microscope (SEM) tests unveiled a significant decrease in specimen porosity due to the addition of CMK, resulting in a greater retention of hydration products following acid curing. This improvement in structural compactness was particularly prominent for the finer CMK, with the porosity of coarser and finer CMK-cement paste found to be 20.66% and 57.80% lower, specifically, than that of pure cement paste after exposure to sulfuric acid. Furthermore, X-ray diffraction (XRD) patterns illustrated a heightened presence of hydration products and reduced levels of corrosion products, such as gypsum, in the cement paste featuring the addition of finer CMK post-sulfuric acid curing. In summary, this study underscores that the incorporation of CMK with a smaller specific surface area replacing part of the portland cement not only mitigates the degradation rate of cement paste through chemical and microstructural optimization but also demonstrates an even more pronounced enhancement effect when utilizing CMK with a larger specific surface area.
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      Enhancing Sulfuric Acid Resistance of Cement Paste through Incorporation of CMK with Different Specific Surface Areas: An Analysis of Mechanical Properties and Durability

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    contributor authorGuang Liang
    contributor authorLinhao Wang
    contributor authorJinli Wang
    contributor authorXiaoqiang Dong
    contributor authorAlfred Attoh
    date accessioned2025-08-17T22:53:49Z
    date available2025-08-17T22:53:49Z
    date copyright5/1/2025 12:00:00 AM
    date issued2025
    identifier otherJMCEE7.MTENG-18888.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4307611
    description abstractThis study investigates the impact of two different coal-bearing metakaolin (CMK) powders, characterized by varying specific surface areas, on the partial replacement of cement and its resultant effect on the sulfuric acid resistance of cement paste. The CMK-cement paste specimens underwent exposure to a 5% sulfuric acid solution, with subsequent analysis of degradation kinetics, phase composition, and microstructure. The degradation kinetics, encompassing appearance alteration and strength loss, revealed that both particle sizes of CMK contributed to a reduction in the degradation rate of the specimens, with finer CMK demonstrating a more pronounced effect. Moreover, the compressive strengths of the two CMK-cement pastes surpassed those of the pure cement paste by 8.5% and 16% at the 180-day mark. Moreover, resistivity and scanning electron microscope (SEM) tests unveiled a significant decrease in specimen porosity due to the addition of CMK, resulting in a greater retention of hydration products following acid curing. This improvement in structural compactness was particularly prominent for the finer CMK, with the porosity of coarser and finer CMK-cement paste found to be 20.66% and 57.80% lower, specifically, than that of pure cement paste after exposure to sulfuric acid. Furthermore, X-ray diffraction (XRD) patterns illustrated a heightened presence of hydration products and reduced levels of corrosion products, such as gypsum, in the cement paste featuring the addition of finer CMK post-sulfuric acid curing. In summary, this study underscores that the incorporation of CMK with a smaller specific surface area replacing part of the portland cement not only mitigates the degradation rate of cement paste through chemical and microstructural optimization but also demonstrates an even more pronounced enhancement effect when utilizing CMK with a larger specific surface area.
    publisherAmerican Society of Civil Engineers
    titleEnhancing Sulfuric Acid Resistance of Cement Paste through Incorporation of CMK with Different Specific Surface Areas: An Analysis of Mechanical Properties and Durability
    typeJournal Article
    journal volume37
    journal issue5
    journal titleJournal of Materials in Civil Engineering
    identifier doi10.1061/JMCEE7.MTENG-18888
    journal fristpage04025113-1
    journal lastpage04025113-10
    page10
    treeJournal of Materials in Civil Engineering:;2025:;Volume ( 037 ):;issue: 005
    contenttypeFulltext
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