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    Efficiency of Clay-Burnt Brick Fines as an Internal Curing Agent for Enhancing Mechanical and Durability Properties of High-Strength Concrete

    Source: Journal of Materials in Civil Engineering:;2025:;Volume ( 037 ):;issue: 005::page 04025121-1
    Author:
    Tarek Uddin Mohammed
    ,
    Jamil Ahmed Joy
    ,
    Chowdhury Zubayer Bin Zahid
    ,
    Md. Zawad Rafid
    DOI: 10.1061/JMCEE7.MTENG-19519
    Publisher: American Society of Civil Engineers
    Abstract: This study explores the efficacy of clay-burnt brick fines (CBBF) as an internal curing (IC) agent for high-strength concrete (HSC), focusing on its impact on mechanical and durability properties. Various parameters were examined, including CBBF grain sizes (4.75 to 2.36 mm, 4.75 mm to 75 μm, and <75  μm), water-to-binder (w/b) ratios (0.28, 0.32, and 0.38), and substitution percentages of fine aggregate by CBBF (up to 16%). Furthermore, the study explored replacing a portion of coarse aggregate with clay-burnt brick chips (4.75 to 12.5 mm) to assess the IC performance with larger-sized IC agent. The specimens were tested for compressive strength, non-steady-state chloride migration coefficient, and permeable pore volume. Additionally, concrete specimens were analyzed using ultrasonic pulse velocity (UPV) and scanning electron microscopy. A CBBF content of 8% in concrete was found to yield the highest compressive strength and UPV, as well as providing the highest resistance to chloride ion penetration, while specimens with 4% CBBF exhibited the lowest permeable pore volume. Additionally, finer CBBF proved to be more effective as an internal curing agent. These findings collectively underscore the promising efficacy of CBBF as an IC agent in enhancing both the mechanical properties and durability of high-strength concrete. HSC is widely utilized in various civil engineering projects, including high-rise buildings, bridges, industrial facilities with heavy machinery, and prestressed concrete structures. HSC is also essential for enhancing the long-term durability of concrete structures. To address some of the key challenges associated with HSC, CBBF can be employed as an IC agent. CBBF improves both the mechanical properties and durability of HSC, making it particularly effective for high-rise buildings, bridges, and coastal structures where resistance to chloride ion penetration is crucial. CBBF also contributes to sustainable construction by repurposing waste materials, offering a cost-effective alternative to conventional internal curing agents. It also improves the microstructure of concrete and reduces permeability, which is particularly beneficial in water-retaining structures, dams, and foundations. Overall, CBBF provides a sustainable, durable, and high-performance solution for modern construction projects.
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      Efficiency of Clay-Burnt Brick Fines as an Internal Curing Agent for Enhancing Mechanical and Durability Properties of High-Strength Concrete

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    contributor authorTarek Uddin Mohammed
    contributor authorJamil Ahmed Joy
    contributor authorChowdhury Zubayer Bin Zahid
    contributor authorMd. Zawad Rafid
    date accessioned2025-08-17T22:57:12Z
    date available2025-08-17T22:57:12Z
    date copyright5/1/2025 12:00:00 AM
    date issued2025
    identifier otherJMCEE7.MTENG-19519.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4307688
    description abstractThis study explores the efficacy of clay-burnt brick fines (CBBF) as an internal curing (IC) agent for high-strength concrete (HSC), focusing on its impact on mechanical and durability properties. Various parameters were examined, including CBBF grain sizes (4.75 to 2.36 mm, 4.75 mm to 75 μm, and <75  μm), water-to-binder (w/b) ratios (0.28, 0.32, and 0.38), and substitution percentages of fine aggregate by CBBF (up to 16%). Furthermore, the study explored replacing a portion of coarse aggregate with clay-burnt brick chips (4.75 to 12.5 mm) to assess the IC performance with larger-sized IC agent. The specimens were tested for compressive strength, non-steady-state chloride migration coefficient, and permeable pore volume. Additionally, concrete specimens were analyzed using ultrasonic pulse velocity (UPV) and scanning electron microscopy. A CBBF content of 8% in concrete was found to yield the highest compressive strength and UPV, as well as providing the highest resistance to chloride ion penetration, while specimens with 4% CBBF exhibited the lowest permeable pore volume. Additionally, finer CBBF proved to be more effective as an internal curing agent. These findings collectively underscore the promising efficacy of CBBF as an IC agent in enhancing both the mechanical properties and durability of high-strength concrete. HSC is widely utilized in various civil engineering projects, including high-rise buildings, bridges, industrial facilities with heavy machinery, and prestressed concrete structures. HSC is also essential for enhancing the long-term durability of concrete structures. To address some of the key challenges associated with HSC, CBBF can be employed as an IC agent. CBBF improves both the mechanical properties and durability of HSC, making it particularly effective for high-rise buildings, bridges, and coastal structures where resistance to chloride ion penetration is crucial. CBBF also contributes to sustainable construction by repurposing waste materials, offering a cost-effective alternative to conventional internal curing agents. It also improves the microstructure of concrete and reduces permeability, which is particularly beneficial in water-retaining structures, dams, and foundations. Overall, CBBF provides a sustainable, durable, and high-performance solution for modern construction projects.
    publisherAmerican Society of Civil Engineers
    titleEfficiency of Clay-Burnt Brick Fines as an Internal Curing Agent for Enhancing Mechanical and Durability Properties of High-Strength Concrete
    typeJournal Article
    journal volume37
    journal issue5
    journal titleJournal of Materials in Civil Engineering
    identifier doi10.1061/JMCEE7.MTENG-19519
    journal fristpage04025121-1
    journal lastpage04025121-13
    page13
    treeJournal of Materials in Civil Engineering:;2025:;Volume ( 037 ):;issue: 005
    contenttypeFulltext
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