Abstract
The introduction of dispersed mineral additives has a beneficial effect on many properties of concrete. This is either due to the physical effect, which means that small particles usually have a finer granulometric composition than Portland cement and present themselves as a “microfiller”. On the other hand, this may be due to their pozzolanic activity, which means that silica and alumina interact with calcium oxide hydrate and form hydrosilicates and calcium hydroaluminates. In this work, the activity of dispersed mineral components was evaluated by the theoretical value of the coefficient of hydration activity, which was determined by their chemical composition. The actual coefficient of hydration activity was calculated from the maximum value of the mass gain of dispersed industrial by-products by the absorption of Ca (OH)2 by these additives from a saturated solution of lime. The X-ray phase analysis was used in order to determine quantitative and material composition of crystalline compounds in industrial by-products. Experimental data showed that the actual pozzolanic activity turned out to be much lower than the theoretical value. Therefore, the by-products of the industry were arranged in the following sequence: ash-and-slag mixture → by-product of coal enrichment → granular blast furnace slag, which is confirmed by the results of X-ray phase analysis and is consistent with the values of the limit compressive strength of concrete tested in different periods of hardening.
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Gaishun, E., Yavruyan, K., Khalyushev, A., Filippova, A., Bobin, V. (2022). Effects of Technogenic Raw Materials on the Strength of Concrete. In: Beskopylny, A., Shamtsyan, M. (eds) XIV International Scientific Conference “INTERAGROMASH 2021”. Lecture Notes in Networks and Systems, vol 247. Springer, Cham. https://doi.org/10.1007/978-3-030-80946-1_30
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