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<metadata xmlns:xsi="http://www.w3.org/2001/XMLSchema-instance" xmlns:dc="http://purl.org/dc/elements/1.1/"><dc:title>Quantitative in situ X-ray diffraction analysis of early hydration of belite-calcium sulfoaluminate cement at various defined temperatures</dc:title><dc:creator>Mrak,	Maruša	(Avtor)
	</dc:creator><dc:creator>Lengauer,	Christian L.	(Avtor)
	</dc:creator><dc:creator>Dolenec,	Sabina	(Avtor)
	</dc:creator><dc:subject>in situ X-ray diffraction</dc:subject><dc:subject>hydration</dc:subject><dc:subject>temperature</dc:subject><dc:subject>cement</dc:subject><dc:subject>rietveld analysis</dc:subject><dc:description>The influence of temperature on the early hydration of belite-calcium sulfoaluminate cements with two different calcium sulfate to calcium sulfoaluminate molar ratios was investigated. The phase composition and phase assemblage development of cements prepared using molar ratios of 1 and 2.5 were studied at 25, 40 and 60 ◦C by in situ X-ray powder diffraction. The Rietveld refinement method was used for quantification. The degree of hydration after 24 h was highest at ambient temperatures, but early hydration was significantly accelerated at elevated temperatures. These differences were more noticeable when we increased the temperature from 25 ◦C to 40 ◦C, than it was increased from 40 ◦C to 60 ◦C. The amount of calcium sulfate added controls the amount of the precipitated ettringite, namely, the amount of ettringite increased in the cement with a higher molar ratio. The results showed that temperature also affects full width at half maximum of ettringite peaks, which indicates a decrease in crystallite size of ettringite at elevated temperatures due to faster precipitation of ettringite. When using a calcium sulfate to calcium sulfoaluminate molar ratio of 1, higher d-values of ettringite peaks were observed at elevated temperatures, suggesting that more ions were released from the cement clinker at elevated temperatures, allowing a higher ion uptake in the ettringite structure. At a molar ratio of 2.5, less clinker is available in the cement, therefore these differences were not observed.</dc:description><dc:publisher>MDPI AG</dc:publisher><dc:date>2021</dc:date><dc:date>2022-11-30 10:52:12</dc:date><dc:type>Neznano</dc:type><dc:identifier>15853</dc:identifier><dc:identifier>UDK: 620.1/.2</dc:identifier><dc:identifier>ISSN pri članku: 2075-163X</dc:identifier><dc:identifier>DOI: 10.3390/min11030297</dc:identifier><dc:identifier>COBISS_ID: 54931459</dc:identifier><dc:language>sl</dc:language><dc:rights>© 2021 by the authors. Licensee MDPI, Basel, Switzerland.</dc:rights></metadata>
