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    Segmented Fractal Pore Structure in Cement-Based Materials Blended with Dolomite Powder

    Source: Journal of Materials in Civil Engineering:;2021:;Volume ( 033 ):;issue: 011::page 04021317-1
    Author:
    Xin Zhang
    ,
    Yongqi Wei
    ,
    Junqing Zuo
    ,
    Yu Luo
    ,
    Boyuan Wang
    ,
    Wu Yao
    DOI: 10.1061/(ASCE)MT.1943-5533.0003944
    Publisher: ASCE
    Abstract: The macroscopic property of cement-based materials depends on their pore structure. Due to the complex and disordered pore structure of cement-based materials, traditional parameters like porosity and mean distribution radius are not accurate enough for strength predictions. Fractal geometry was employed to characterize the complexity of pore structure more accurately than existing parameters, especially the scale-dependent fractal properties, which are more dependent on the pore ranges. In this study, the pore size range of cement-based materials containing dolomite powder was regularly segmented to characterize the scale-dependent fractal nature of the pore structure. The relationship between the segmented fractal dimension and the compressive strength was discussed. Results based on the mercury intrusion porosimetry (MIP) and mechanical property tests showed that the difference existed in the relationship between segmented fractal dimension and dolomite powder content under various pore ranges. The relationships between compressive strength and fractal dimension of gel pores and fractal dimension of large pores presented positive and negative linear function, respectively. The strength equations expressed in terms of the segmented fractal dimension were proposed. Regression analysis proved that the equations in this study had high prediction accuracy.
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      Segmented Fractal Pore Structure in Cement-Based Materials Blended with Dolomite Powder

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    http://yetl.yabesh.ir/yetl1/handle/yetl/4272608
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    contributor authorXin Zhang
    contributor authorYongqi Wei
    contributor authorJunqing Zuo
    contributor authorYu Luo
    contributor authorBoyuan Wang
    contributor authorWu Yao
    date accessioned2022-02-01T22:05:54Z
    date available2022-02-01T22:05:54Z
    date issued11/1/2021
    identifier other%28ASCE%29MT.1943-5533.0003944.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4272608
    description abstractThe macroscopic property of cement-based materials depends on their pore structure. Due to the complex and disordered pore structure of cement-based materials, traditional parameters like porosity and mean distribution radius are not accurate enough for strength predictions. Fractal geometry was employed to characterize the complexity of pore structure more accurately than existing parameters, especially the scale-dependent fractal properties, which are more dependent on the pore ranges. In this study, the pore size range of cement-based materials containing dolomite powder was regularly segmented to characterize the scale-dependent fractal nature of the pore structure. The relationship between the segmented fractal dimension and the compressive strength was discussed. Results based on the mercury intrusion porosimetry (MIP) and mechanical property tests showed that the difference existed in the relationship between segmented fractal dimension and dolomite powder content under various pore ranges. The relationships between compressive strength and fractal dimension of gel pores and fractal dimension of large pores presented positive and negative linear function, respectively. The strength equations expressed in terms of the segmented fractal dimension were proposed. Regression analysis proved that the equations in this study had high prediction accuracy.
    publisherASCE
    titleSegmented Fractal Pore Structure in Cement-Based Materials Blended with Dolomite Powder
    typeJournal Paper
    journal volume33
    journal issue11
    journal titleJournal of Materials in Civil Engineering
    identifier doi10.1061/(ASCE)MT.1943-5533.0003944
    journal fristpage04021317-1
    journal lastpage04021317-15
    page15
    treeJournal of Materials in Civil Engineering:;2021:;Volume ( 033 ):;issue: 011
    contenttypeFulltext
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