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    Influence of Metakaolin on Properties of Magnesium Potassium Phosphate Cement with High Water-to-Solid Ratio

    Source: Journal of Materials in Civil Engineering:;2022:;Volume ( 034 ):;issue: 009::page 04022227
    Author:
    Miaomiao Wang
    ,
    Qing Liu
    ,
    Xiaoxu Liang
    ,
    Jianyu Xu
    ,
    Zongjin Li
    ,
    Rui Liang
    ,
    Guoxing Sun
    DOI: 10.1061/(ASCE)MT.1943-5533.0004376
    Publisher: ASCE
    Abstract: In this paper, the effect of metakaolin on the performance of magnesium potassium phosphate cement (MKPC) with a high water-to-solid (w/s) ratio of 0.375 was studied. MKPC was prepared by substituting metakaolin for varying amounts of magnesia. The results showed that the increase of metakaolin led to a decrease in the fluidity of the fresh MKPC slurry. Additionally, the presence of metakaolin reduced the maximum temperature of the second peak in the MKPC hydration reaction and delayed its appearance. This is because of the amount of magnesia as an effective alkaline component decreased. Metakaolin improved the compressive strength of MKPC by reducing the porosity and forming new hydration products. Moreover, it was found that the compressive strength of MKPC with 30% metakaolin exhibited the highest at 20.36 MPa at 28 days and showed a downward trend when metakaolin exceeded 30%. Metakaolin owns the pozzolanic effect as well as the filling effect in the MKPC system of a high w/s ratio, which is the reason for the improvement in compressive strength and reduction of chloride diffusion. This work provides some fundamental information for understanding the high w/s ratio MKPC modified by metakaolin, which helps to promote its application in the field of anticorrosion coatings and waste stabilization/solidification binders.
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      Influence of Metakaolin on Properties of Magnesium Potassium Phosphate Cement with High Water-to-Solid Ratio

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    http://yetl.yabesh.ir/yetl1/handle/yetl/4286592
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    contributor authorMiaomiao Wang
    contributor authorQing Liu
    contributor authorXiaoxu Liang
    contributor authorJianyu Xu
    contributor authorZongjin Li
    contributor authorRui Liang
    contributor authorGuoxing Sun
    date accessioned2022-08-18T12:24:59Z
    date available2022-08-18T12:24:59Z
    date issued2022/06/28
    identifier other%28ASCE%29MT.1943-5533.0004376.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4286592
    description abstractIn this paper, the effect of metakaolin on the performance of magnesium potassium phosphate cement (MKPC) with a high water-to-solid (w/s) ratio of 0.375 was studied. MKPC was prepared by substituting metakaolin for varying amounts of magnesia. The results showed that the increase of metakaolin led to a decrease in the fluidity of the fresh MKPC slurry. Additionally, the presence of metakaolin reduced the maximum temperature of the second peak in the MKPC hydration reaction and delayed its appearance. This is because of the amount of magnesia as an effective alkaline component decreased. Metakaolin improved the compressive strength of MKPC by reducing the porosity and forming new hydration products. Moreover, it was found that the compressive strength of MKPC with 30% metakaolin exhibited the highest at 20.36 MPa at 28 days and showed a downward trend when metakaolin exceeded 30%. Metakaolin owns the pozzolanic effect as well as the filling effect in the MKPC system of a high w/s ratio, which is the reason for the improvement in compressive strength and reduction of chloride diffusion. This work provides some fundamental information for understanding the high w/s ratio MKPC modified by metakaolin, which helps to promote its application in the field of anticorrosion coatings and waste stabilization/solidification binders.
    publisherASCE
    titleInfluence of Metakaolin on Properties of Magnesium Potassium Phosphate Cement with High Water-to-Solid Ratio
    typeJournal Article
    journal volume34
    journal issue9
    journal titleJournal of Materials in Civil Engineering
    identifier doi10.1061/(ASCE)MT.1943-5533.0004376
    journal fristpage04022227
    journal lastpage04022227-10
    page10
    treeJournal of Materials in Civil Engineering:;2022:;Volume ( 034 ):;issue: 009
    contenttypeFulltext
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