2018
DOI: 10.1016/j.cemconcomp.2018.05.006
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Properties of blastfurnace cements (CEM III/A, B, C) based on Portland cement clinker, blastfurnace slag and cement kiln dusts

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Cited by 22 publications
(7 citation statements)
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“…its high amount of blast furnace slag (>66%) which give reducing conditions in the por solution [31]. This interstitial solution is strongly alkaline of order > 13, which is favorab for maintaining Ca(OH)2 precipitation despite a lower hydroxyl (OH − ) concentration [30 GGBS hydrates more slowly than Portland clinker and the increase in compressiv strength occurs later in the curing process [32]. In the very long term, the strength of CEM III can reach up to 180% of the 28-day strength under normal conditions.…”
Section: Mechanical Properties Resultsmentioning
confidence: 99%
“…its high amount of blast furnace slag (>66%) which give reducing conditions in the por solution [31]. This interstitial solution is strongly alkaline of order > 13, which is favorab for maintaining Ca(OH)2 precipitation despite a lower hydroxyl (OH − ) concentration [30 GGBS hydrates more slowly than Portland clinker and the increase in compressiv strength occurs later in the curing process [32]. In the very long term, the strength of CEM III can reach up to 180% of the 28-day strength under normal conditions.…”
Section: Mechanical Properties Resultsmentioning
confidence: 99%
“…Keywords: alkalis, cement, hydration, cement kiln by-pass dust E. Tkaczewska, G. Łój, A. Frątczak, Cement Wapno Beton, 26(1) (2021), [24][25][26][27][28][29][30][31][32][33][34] doi: https://doi.org/10.32047/CWB.2021. 26.1.3 Pyły z bocznikowania gazów [PBG] z pieca cementowego mają dużą zmienność właściwości, np.…”
Section: Discussionunclassified
“…With the time of hydration, the increase in compressive strength of cement mortars CEM I and CEM III containing cement by-pass dust is greater than that without cement by-pass dust, which may be attributed to a higher content of available free lime and sulphates in investigated by-pass dust ,contributing toward higher strength of cements by forming the calcium hydroxide and ettringite. The greater development of compressive strength of hardened slag cement mortar CEM III in the presence of cement kiln by-pass dust results from the increase of the amount of hydration products, such as C-S-H phase, and their accumulation within the available spaces, between unreacted cement grains (7,25,30). In addition, the increased values of compressive strength of slag cement mortar with the addition of by-pass dust is due to the potential activation of blast furnace slag fraction in slag cements, with the alkalis present in the dust, and more intensive precipitation of hydration products of blast furnace slag (24,31).…”
Section: Compressive Strengthmentioning
confidence: 99%
“…(1) it is known that the pH (OH − concentration) in CEM-I concretes is higher than in those incorporating silica-based additions [63,64] as is the case of CEM-I-sf and CEM-III;…”
Section: Analysis Of Tafel Linesmentioning
confidence: 99%