Journal of
Faculty of Civil Engineering

JOURNAL OF FACULTY OF CIVIL ENGINEERING
INTERNATIONAL CONFERENCE
CONTEMPORARY ACHIEVEMENTS IN CIVILENGINEERING 25, 2014.y., pp. 509-515

	DOI: 10.14415/konferencijaGFS2014.069
	UDC: 691.42:666.972.5
	CC-BY-SA 4.0 license
	Author : Bijeljić, Jelena; Paunović, Stepa; Nešović, Ivan; Milošević, Bojan
	Summary:
	In this paper, the possibility of the use of calcined clay (CC) as a partial substitute for cement in self-compacting concrete (SCC) is investigated. The key characteristics of SCC are based on it's fresh properties; therefore, the investigation of these properties is the topic of this paper. As an ilustrative example of the described influences, a test of flowability and workability of the mix design containing 80% cement and 20% CC was conducted. The results of the preformed Slump-flow test show that the designed mixture satisfies the criteria set forth by the EN 206-9:2010.
	Keywords:
	Self-compacting concrete, calcined clay, slump-flow test