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    Fly Ash–Based Aqueous Nanosilica Enhanced Activator for Efficient Production of Room Temperature–Cured Concrete with Two-Part Alkali-Activated Binders

    Source: Journal of Materials in Civil Engineering:;2024:;Volume ( 036 ):;issue: 010::page 04024312-1
    Author:
    Tippabhotla A. Kamakshi
    ,
    Kruthi K. Ramagiri
    ,
    Kolluru V. L. Subramaniam
    DOI: 10.1061/JMCEE7.MTENG-17580
    Publisher: American Society of Civil Engineers
    Abstract: Room temperature–cured alkali-activated binders of enhanced strength are produced without external silica addition. The extraction of nanosilica and its use in producing alkali-activated binders made of fly ash and slag are explored. Low-energy extraction of an aqueous nanosilica activating solution is developed in a zero-waste utilization process. Alkali-activated slag–fly ash (AASF) binders are activated with alkaline fly ash–based aqueous nanosilica (FABANS) solutions. FABANS is highly amorphous nanosilica extracted from fly ash through dissolution in an alkaline solution that also activates the slag. The reaction kinetics, compressive strength, and reaction products are evaluated in an AASF made with alkaline FABANS. There is a significant strength improvement from the enhanced formation of calcium aluminosilicate hydrate (C─ A─ S─ H) gel and densification of the microstructure in AASF made with FABANS. The Na in the activated AASF binder is recovered by water leaching. The setting and strength gain in the AASF are due to slag hydration. Using FABANS efficiently mobilizes the reactive silica from fly ash to enhance reaction product formation in AASF. FABANS is suitable for enhancing the strength of concrete produced with AASF binders achieved at room temperature.
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      Fly Ash–Based Aqueous Nanosilica Enhanced Activator for Efficient Production of Room Temperature–Cured Concrete with Two-Part Alkali-Activated Binders

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    http://yetl.yabesh.ir/yetl1/handle/yetl/4299251
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    contributor authorTippabhotla A. Kamakshi
    contributor authorKruthi K. Ramagiri
    contributor authorKolluru V. L. Subramaniam
    date accessioned2024-12-24T10:37:07Z
    date available2024-12-24T10:37:07Z
    date copyright10/1/2024 12:00:00 AM
    date issued2024
    identifier otherJMCEE7.MTENG-17580.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4299251
    description abstractRoom temperature–cured alkali-activated binders of enhanced strength are produced without external silica addition. The extraction of nanosilica and its use in producing alkali-activated binders made of fly ash and slag are explored. Low-energy extraction of an aqueous nanosilica activating solution is developed in a zero-waste utilization process. Alkali-activated slag–fly ash (AASF) binders are activated with alkaline fly ash–based aqueous nanosilica (FABANS) solutions. FABANS is highly amorphous nanosilica extracted from fly ash through dissolution in an alkaline solution that also activates the slag. The reaction kinetics, compressive strength, and reaction products are evaluated in an AASF made with alkaline FABANS. There is a significant strength improvement from the enhanced formation of calcium aluminosilicate hydrate (C─ A─ S─ H) gel and densification of the microstructure in AASF made with FABANS. The Na in the activated AASF binder is recovered by water leaching. The setting and strength gain in the AASF are due to slag hydration. Using FABANS efficiently mobilizes the reactive silica from fly ash to enhance reaction product formation in AASF. FABANS is suitable for enhancing the strength of concrete produced with AASF binders achieved at room temperature.
    publisherAmerican Society of Civil Engineers
    titleFly Ash–Based Aqueous Nanosilica Enhanced Activator for Efficient Production of Room Temperature–Cured Concrete with Two-Part Alkali-Activated Binders
    typeJournal Article
    journal volume36
    journal issue10
    journal titleJournal of Materials in Civil Engineering
    identifier doi10.1061/JMCEE7.MTENG-17580
    journal fristpage04024312-1
    journal lastpage04024312-15
    page15
    treeJournal of Materials in Civil Engineering:;2024:;Volume ( 036 ):;issue: 010
    contenttypeFulltext
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