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    Study on the Performance and Hydration Mechanism of Concrete Incorporating Phosphorus Tailings

    Source: Journal of Materials in Civil Engineering:;2024:;Volume ( 036 ):;issue: 009::page 04024281-1
    Author:
    Yushan Liu
    ,
    Lilong Jiang
    ,
    Jianqiu Li
    ,
    Qinggang Zhang
    ,
    Lin Yang
    ,
    Jianxin Cao
    DOI: 10.1061/JMCEE7.MTENG-17946
    Publisher: American Society of Civil Engineers
    Abstract: Phosphorus tailings are solid wastes generated from mineral processing. It limits the green development of phosphorus chemical industries. Phosphorus tailings mainly consist of dolomite, fluorapatite, and quartzite, so they are used as mineral admixtures to prepare concrete, which not only reduces carbon emissions but also eliminates phosphorus tailings and solves the issues caused by the large accumulation of phosphorus tailings. In this paper, C40 concrete was prepared with different content and fineness of phosphorus tailings, and the effects of phosphorus tailings on its workability, mechanical properties, and durability were investigated. The harm of heavy metals leaching of concrete mixing with phosphorus to the environment was evaluated. The mechanism of the effect of phosphorus tailings on concrete was also analyzed by using characterization methods such as heat of hydration, XRD, and SEM. The results showed that the workability of concrete increased with the phosphorus tailings amount increased, but the mechanical property of concrete decreased. The fineness of phosphorus tailings has little effect on the workability and mechanical properties of concrete. The durability properties of concrete were impaired with the increase in the admixture of phosphorus tailings, but the fineness of phosphorus tailings has no significant effect on the durability properties of concrete. With the increase of the curing time, the structure of the concrete mixed with phosphorus tailings became denser than the concrete without phosphorus tailings incorporated. The concrete mixing with phosphorus tailings had little detriment to the environment. Finally, using the particle size of 20 μm and the content of 20% of phosphorus tailing to replace the cement was suggested.
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      Study on the Performance and Hydration Mechanism of Concrete Incorporating Phosphorus Tailings

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    contributor authorYushan Liu
    contributor authorLilong Jiang
    contributor authorJianqiu Li
    contributor authorQinggang Zhang
    contributor authorLin Yang
    contributor authorJianxin Cao
    date accessioned2024-12-24T10:39:41Z
    date available2024-12-24T10:39:41Z
    date copyright9/1/2024 12:00:00 AM
    date issued2024
    identifier otherJMCEE7.MTENG-17946.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4299327
    description abstractPhosphorus tailings are solid wastes generated from mineral processing. It limits the green development of phosphorus chemical industries. Phosphorus tailings mainly consist of dolomite, fluorapatite, and quartzite, so they are used as mineral admixtures to prepare concrete, which not only reduces carbon emissions but also eliminates phosphorus tailings and solves the issues caused by the large accumulation of phosphorus tailings. In this paper, C40 concrete was prepared with different content and fineness of phosphorus tailings, and the effects of phosphorus tailings on its workability, mechanical properties, and durability were investigated. The harm of heavy metals leaching of concrete mixing with phosphorus to the environment was evaluated. The mechanism of the effect of phosphorus tailings on concrete was also analyzed by using characterization methods such as heat of hydration, XRD, and SEM. The results showed that the workability of concrete increased with the phosphorus tailings amount increased, but the mechanical property of concrete decreased. The fineness of phosphorus tailings has little effect on the workability and mechanical properties of concrete. The durability properties of concrete were impaired with the increase in the admixture of phosphorus tailings, but the fineness of phosphorus tailings has no significant effect on the durability properties of concrete. With the increase of the curing time, the structure of the concrete mixed with phosphorus tailings became denser than the concrete without phosphorus tailings incorporated. The concrete mixing with phosphorus tailings had little detriment to the environment. Finally, using the particle size of 20 μm and the content of 20% of phosphorus tailing to replace the cement was suggested.
    publisherAmerican Society of Civil Engineers
    titleStudy on the Performance and Hydration Mechanism of Concrete Incorporating Phosphorus Tailings
    typeJournal Article
    journal volume36
    journal issue9
    journal titleJournal of Materials in Civil Engineering
    identifier doi10.1061/JMCEE7.MTENG-17946
    journal fristpage04024281-1
    journal lastpage04024281-13
    page13
    treeJournal of Materials in Civil Engineering:;2024:;Volume ( 036 ):;issue: 009
    contenttypeFulltext
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