This is an open access article distributed under the Creative Commons Attribution License which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited.
Faculty of engineering and natural sciences, University of Zenica , Zenica , Bosnia and Herzegovina
Faculty of engineering and natural sciences, University of Zenica , Zenica , Bosnia and Herzegovina
Faculty of engineering and natural sciences, University of Zenica , Zenica , Bosnia and Herzegovina
Faculty of engineering and natural sciences, University of Zenica , Zenica , Bosnia and Herzegovina
In this paper the effect of two different fly ash types on the properties of self-compacting concrete in fresh state and hardened state was investigated: fly ash from Thermal power plant “Kakanj” and fly ash from Thermal power plant “Tuzla”. The results of testing fresh self-compacting concrete properties show that addition of fly ash from TPP “Kakanj” leads to improvement of fresh selfcompacting concrete mixture rheology, while using fly ash from TPP “Tuzla” increase cohesivity of mixture and its water demand. Testing of compressive strength, flexural strength and rate of strength development showed that there were not significant differences between two concretes in hardened
state.
Autori zahvaljuju Ministarstvu obrazovanja i nauke FBiH na finansijskoj podršci. Rezultati istraživanja prikazani u radu dio su projekta „Primjena elektrofilterskog pepela u proizvodnji samozbijajućeg betona“.
The statements, opinions and data contained in the journal are solely those of the individual authors and contributors and not of the publisher and the editor(s). We stay neutral with regard to jurisdictional claims in published maps and institutional affiliations.
