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    Strength and Durability of Concrete Containing Ceramic Waste Powder and Blast Furnace Slag

    Source: Journal of Materials in Civil Engineering:;2021:;Volume ( 034 ):;issue: 001::page 04021392
    Author:
    Amir AlArab
    ,
    Bilal Hamad
    ,
    Joseph J. Assaad
    DOI: 10.1061/(ASCE)MT.1943-5533.0004031
    Publisher: ASCE
    Abstract: The replacement rates of portland cement by ceramic waste powder (CWP) are generally limited to few percentages (i.e., less than 10%), as increased additions lead to inferior concrete strength and durability. This paper assesses the importance of blending CWP with blast furnace slag (BFS) to foster synergistic pozzolanic reactions and reinstate strength development despite increased cement replacement rates. Tested binders contained different cement-CWP-BFS proportions, while the evaluated properties included the compressive, splitting tensile, and flexural strengths in addition to the modulus of elasticity, freeze/thaw resistance, and thermal transmittance. Test results showed that concrete strength and durability gradually degraded when the cement was partially replaced by 10%–20% CWP, given the dilution effect that alters hydration reactions and overall porosity. Yet, the concrete properties significantly improved when the CWP and BFS materials were both incorporated in the same binder, indicating the occurrence of synergistic pozzolanic reactions that refined the matrix microstructure. Hence, concrete prepared with ternary binder containing 50% cement, 15% CWP, and 35% BFS exhibited durability and strength properties at 56 days comparable to the control mix made with 100% cement.
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      Strength and Durability of Concrete Containing Ceramic Waste Powder and Blast Furnace Slag

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    http://yetl.yabesh.ir/yetl1/handle/yetl/4281899
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    contributor authorAmir AlArab
    contributor authorBilal Hamad
    contributor authorJoseph J. Assaad
    date accessioned2022-05-07T20:00:59Z
    date available2022-05-07T20:00:59Z
    date issued2021-10-25
    identifier other(ASCE)MT.1943-5533.0004031.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4281899
    description abstractThe replacement rates of portland cement by ceramic waste powder (CWP) are generally limited to few percentages (i.e., less than 10%), as increased additions lead to inferior concrete strength and durability. This paper assesses the importance of blending CWP with blast furnace slag (BFS) to foster synergistic pozzolanic reactions and reinstate strength development despite increased cement replacement rates. Tested binders contained different cement-CWP-BFS proportions, while the evaluated properties included the compressive, splitting tensile, and flexural strengths in addition to the modulus of elasticity, freeze/thaw resistance, and thermal transmittance. Test results showed that concrete strength and durability gradually degraded when the cement was partially replaced by 10%–20% CWP, given the dilution effect that alters hydration reactions and overall porosity. Yet, the concrete properties significantly improved when the CWP and BFS materials were both incorporated in the same binder, indicating the occurrence of synergistic pozzolanic reactions that refined the matrix microstructure. Hence, concrete prepared with ternary binder containing 50% cement, 15% CWP, and 35% BFS exhibited durability and strength properties at 56 days comparable to the control mix made with 100% cement.
    publisherASCE
    titleStrength and Durability of Concrete Containing Ceramic Waste Powder and Blast Furnace Slag
    typeJournal Paper
    journal volume34
    journal issue1
    journal titleJournal of Materials in Civil Engineering
    identifier doi10.1061/(ASCE)MT.1943-5533.0004031
    journal fristpage04021392
    journal lastpage04021392-11
    page11
    treeJournal of Materials in Civil Engineering:;2021:;Volume ( 034 ):;issue: 001
    contenttypeFulltext
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