Effect of Nanosilica Additions on Belite Cement Pastes Held in Sulfate Solutions

Fly Ash Belite Cement (FABC) pastes with and without nanosilica additions have been prepared and maintained in sulfate solutions (Na2SO4 0.5M) for 180 days. The mechanical performance and the changes in microstructure have been monitored at 28, 90, and 180 days by compressive strength, X‐ray diffrac...

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Veröffentlicht in:Journal of the American Ceramic Society 2007-12, Vol.90 (12), p.3973-3976
Hauptverfasser: Dolado, Jorge S., Campillo, Igor, Erkizia, Edurne, Ibáñez, José A., Porro, Antonio, Guerrero, Ana, Goñi, Sara
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container_end_page 3976
container_issue 12
container_start_page 3973
container_title Journal of the American Ceramic Society
container_volume 90
creator Dolado, Jorge S.
Campillo, Igor
Erkizia, Edurne
Ibáñez, José A.
Porro, Antonio
Guerrero, Ana
Goñi, Sara
description Fly Ash Belite Cement (FABC) pastes with and without nanosilica additions have been prepared and maintained in sulfate solutions (Na2SO4 0.5M) for 180 days. The mechanical performance and the changes in microstructure have been monitored at 28, 90, and 180 days by compressive strength, X‐ray diffraction (XRD), and 29Si MAS NMR measurements. We have found that, unexpectedly, and contrary to what happens in Ordinary Portland Cements (OPC), the addition of nanosilica particles induces an initial decline in the compressive strength of the samples. Only in samples maintained for a long time (180 days) does the nanosilica addition improve the mechanical properties. Our XRD and 29Si NMR experiments have revealed that although nanosilica additions trigger the consumption of Belite phases, this is not always accompanied by formation of longer calcium–silicate–hydrate (C–S–H) gel structures. Only at a long time (180 days), and due to a mechanism that seems to be controlled by the pH of the samples, do the nanosilica additions lead to high‐polymerized C–S–H gels.
doi_str_mv 10.1111/j.1551-2916.2007.02034.x
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The mechanical performance and the changes in microstructure have been monitored at 28, 90, and 180 days by compressive strength, X‐ray diffraction (XRD), and 29Si MAS NMR measurements. We have found that, unexpectedly, and contrary to what happens in Ordinary Portland Cements (OPC), the addition of nanosilica particles induces an initial decline in the compressive strength of the samples. Only in samples maintained for a long time (180 days) does the nanosilica addition improve the mechanical properties. Our XRD and 29Si NMR experiments have revealed that although nanosilica additions trigger the consumption of Belite phases, this is not always accompanied by formation of longer calcium–silicate–hydrate (C–S–H) gel structures. 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subjects Applied sciences
Buildings. Public works
Cement
Cement concrete constituents
Cements
Exact sciences and technology
Materials
Mechanical properties
Microstructure
Nanoparticles
Properties and test methods
Properties of anhydrous and hydrated cement, test methods
title Effect of Nanosilica Additions on Belite Cement Pastes Held in Sulfate Solutions
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