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    Effect of Binder Proportion and Composition on the Strength and Microstructure of Colloidal Nanosilver–Modified Mortar and Concrete

    Source: Journal of Materials in Civil Engineering:;2025:;Volume ( 037 ):;issue: 004::page 04025036-1
    Author:
    Mahendra Suthar
    ,
    Shivani Sata
    ,
    Komal M. Vyas
    ,
    Mahesh Mungule
    DOI: 10.1061/JMCEE7.MTENG-18389
    Publisher: American Society of Civil Engineers
    Abstract: The present study explores the application of colloidal nanosilver (cAgNPs) in cement composites and compares the performance with commercial silica nanoparticles (SiNPs). Unlike SiNPs, the addition of cAgNPs improves workability and reduces the superplasticizer dosage. The effect of cAgNPs and SiNPs addition was studied for control and fly ash and alccofine blended mortar specimens with binder to filler (b/f) ratio of 1∶2 and 1∶1 at water binder ratios of 0.5 and 0.25. The addition of cAgNPs to control and blended mortar specimens at a 1∶2 b/f ratio exhibits early strength reduction of 14%–34% and 25%–37%, respectively, whereas the same increases by 15%–45% and 50%–100% for a b/f ratio of 1∶1. In addition to strength, the thermogravimetric analysis (TGA) and Fourier transform infrared (FT-IR) studies confirm reactivity of cAgNPs and its dependence on the binder system, while field emission scanning electron microscopy (FE-SEM) confirms the enhanced microstructure densification. The study demonstrates that the nanoparticles inclusion contributes to increased paste demand and exhibits the beneficial effects of cAgNPs for improved workability and strength.
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      Effect of Binder Proportion and Composition on the Strength and Microstructure of Colloidal Nanosilver–Modified Mortar and Concrete

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    contributor authorMahendra Suthar
    contributor authorShivani Sata
    contributor authorKomal M. Vyas
    contributor authorMahesh Mungule
    date accessioned2025-04-20T10:17:10Z
    date available2025-04-20T10:17:10Z
    date copyright1/27/2025 12:00:00 AM
    date issued2025
    identifier otherJMCEE7.MTENG-18389.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4304392
    description abstractThe present study explores the application of colloidal nanosilver (cAgNPs) in cement composites and compares the performance with commercial silica nanoparticles (SiNPs). Unlike SiNPs, the addition of cAgNPs improves workability and reduces the superplasticizer dosage. The effect of cAgNPs and SiNPs addition was studied for control and fly ash and alccofine blended mortar specimens with binder to filler (b/f) ratio of 1∶2 and 1∶1 at water binder ratios of 0.5 and 0.25. The addition of cAgNPs to control and blended mortar specimens at a 1∶2 b/f ratio exhibits early strength reduction of 14%–34% and 25%–37%, respectively, whereas the same increases by 15%–45% and 50%–100% for a b/f ratio of 1∶1. In addition to strength, the thermogravimetric analysis (TGA) and Fourier transform infrared (FT-IR) studies confirm reactivity of cAgNPs and its dependence on the binder system, while field emission scanning electron microscopy (FE-SEM) confirms the enhanced microstructure densification. The study demonstrates that the nanoparticles inclusion contributes to increased paste demand and exhibits the beneficial effects of cAgNPs for improved workability and strength.
    publisherAmerican Society of Civil Engineers
    titleEffect of Binder Proportion and Composition on the Strength and Microstructure of Colloidal Nanosilver–Modified Mortar and Concrete
    typeJournal Article
    journal volume37
    journal issue4
    journal titleJournal of Materials in Civil Engineering
    identifier doi10.1061/JMCEE7.MTENG-18389
    journal fristpage04025036-1
    journal lastpage04025036-14
    page14
    treeJournal of Materials in Civil Engineering:;2025:;Volume ( 037 ):;issue: 004
    contenttypeFulltext
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