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    Preparation of 3D-Printed Concrete from Solid Waste: Study of the Relationship between Steel Slag Characteristics and Early Performance in 3D Printing

    Source: Journal of Materials in Civil Engineering:;2024:;Volume ( 036 ):;issue: 012::page 04024427-1
    Author:
    Wanting Zhao
    ,
    Yu Zhao
    ,
    Lingli Zhu
    ,
    Xuemao Guan
    DOI: 10.1061/JMCEE7.MTENG-18411
    Publisher: American Society of Civil Engineers
    Abstract: Using steel slag in architectural three-dimensional (3D) printing not only enhances its utilization efficiency but also significantly reduces cement consumption, thereby mitigating carbon emissions. This study evaluated the substitution of steel slag for cement in 3D printing and examined its impact on rheological properties, fluidity, green strength, and early hydration microstructure based on alkalinity level, particle-size distribution, and blending quantity. The relationship between the early properties of 3D-printed steel slag cementitious materials and their pore microstructures was investigated using low-field nuclear magnetic resonance (NMR) tests. The results showed that high-alkalinity steel slag has superior rheological characteristics and generates a larger amount of gel water within the initial 30 min of hydration. Steel slag particles ranging from 5 to 20  μm had the most significant influence on enhancing the rheological properties of 3D-printed steel slag cementitious materials by facilitating the formation of a flocculated mesh structure during early hydration. Optimal rheological performance was achieved with a dosage level of 10% steel slag, effectively reducing porosity and improving compactness in the mortar.
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      Preparation of 3D-Printed Concrete from Solid Waste: Study of the Relationship between Steel Slag Characteristics and Early Performance in 3D Printing

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    http://yetl.yabesh.ir/yetl1/handle/yetl/4303750
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    contributor authorWanting Zhao
    contributor authorYu Zhao
    contributor authorLingli Zhu
    contributor authorXuemao Guan
    date accessioned2025-04-20T09:58:12Z
    date available2025-04-20T09:58:12Z
    date copyright10/3/2024 12:00:00 AM
    date issued2024
    identifier otherJMCEE7.MTENG-18411.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4303750
    description abstractUsing steel slag in architectural three-dimensional (3D) printing not only enhances its utilization efficiency but also significantly reduces cement consumption, thereby mitigating carbon emissions. This study evaluated the substitution of steel slag for cement in 3D printing and examined its impact on rheological properties, fluidity, green strength, and early hydration microstructure based on alkalinity level, particle-size distribution, and blending quantity. The relationship between the early properties of 3D-printed steel slag cementitious materials and their pore microstructures was investigated using low-field nuclear magnetic resonance (NMR) tests. The results showed that high-alkalinity steel slag has superior rheological characteristics and generates a larger amount of gel water within the initial 30 min of hydration. Steel slag particles ranging from 5 to 20  μm had the most significant influence on enhancing the rheological properties of 3D-printed steel slag cementitious materials by facilitating the formation of a flocculated mesh structure during early hydration. Optimal rheological performance was achieved with a dosage level of 10% steel slag, effectively reducing porosity and improving compactness in the mortar.
    publisherAmerican Society of Civil Engineers
    titlePreparation of 3D-Printed Concrete from Solid Waste: Study of the Relationship between Steel Slag Characteristics and Early Performance in 3D Printing
    typeJournal Article
    journal volume36
    journal issue12
    journal titleJournal of Materials in Civil Engineering
    identifier doi10.1061/JMCEE7.MTENG-18411
    journal fristpage04024427-1
    journal lastpage04024427-11
    page11
    treeJournal of Materials in Civil Engineering:;2024:;Volume ( 036 ):;issue: 012
    contenttypeFulltext
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