Effect of ultra-sonic dispersion time on hydration process and microstructure development of ultra-high performance glass powder concrete

•High-frequency ultra-sonic dispersion decreases porosity of ultra-high performance concrete.•High-frequency ultra-sonic dispersion smethod increases hydration process of Portland cement.•High-frequency ultra-sonic dispersion can be applied with decent technology to prepare ultra-high performance co...

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Veröffentlicht in:Construction & building materials 2021-09, Vol.298, p.123856, Article 123856
Hauptverfasser: Serelis, Evaldas, Vaitkevicius, Vitoldas, Hilbig, Harald, Irbe, Linda, Rudzionis, Zymantas
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Sprache:eng
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Zusammenfassung:•High-frequency ultra-sonic dispersion decreases porosity of ultra-high performance concrete.•High-frequency ultra-sonic dispersion smethod increases hydration process of Portland cement.•High-frequency ultra-sonic dispersion can be applied with decent technology to prepare ultra-high performance concrete.•High-frequency ultra-sonic dispersion can significantly speed up the hydration process of UHPC mix. This article is the continuous research on the successful attempt to utilize glass powder in ultra-high performance concrete. The previous study showed, that glass powder has a positive effect on the Portland cement hydration process, however, one problem was unable to overcome: about half the amount of unreacted clinker mineral remained in the composition, even when thermal treatment was applied. This research proposes a successful adaptation of the ultra-sonic dispersion method. The proposed method allowed to increase even further hydration process of the binder as well to develop a more favourable microstructure. Experiment research was investigated by XRD analysis, Chapelle, semi-adiabatic calorimetry, 29Si MAS NMR, mercury intrusion porosimetry, and compressive strength test methods. Results revealed, that high-frequency ultra-sonic dispersion can significantly increase the hydration degree of binder and the compressive strength up to 16%.
ISSN:0950-0618
DOI:10.1016/j.conbuildmat.2021.123856