EFFECT OF MIXING APPROACH ON THE PROPERTIES OF CONCRETE WITH DIFFERENT AGGREGATE TYPES

Authors

  • Aleksandar Savić University of Belgrade, Faculty of Civil Engineering, Bulevar kralja Aleksandra 73, 11120 Belgrade, Serbia
  • Gordana Broćeta University of Banja Luka, Faculty of Architecture, Civil Engineering and Geodesy, Bulevar vojvode Petra Bojovića 1A, 78000 Banja Luka, Bosnia and Herzegovina
  • Marina Aškrabić University of Belgrade, Faculty of Civil Engineering, Bulevar kralja Aleksandra 73, 11120 Belgrade, Serbia
  • Sonja Panić University of Belgrade, Faculty of Civil Engineering, Bulevar kralja Aleksandra 73, 11120 Belgrade, Serbia
  • Ljubomir Vidanović University of Belgrade, Faculty of Civil Engineering, Bulevar kralja Aleksandra 73, 11120 Belgrade, Serbia

DOI:

https://doi.org/10.7251/COMEN2201074S

Abstract

The subject of the experimental tests presented in the paper is the influence of the mixing method on the physical and mechanical properties of fine-grained concrete with the nominally largest aggregate grain of 8 mm. Concretes with three different aggregate compositions (river, crushed and mixture with coarse recycled aggregate) were mixed using the usual approach, and then two-stage mixing approach (TSMA). Slump and flow, density and temperature were tested on fresh concrete. The compressive strength, flexural, splitting tensile strength, density, ultrasonic pulse velocity, and water absorption was recorded on hardened concrete. Concretes prepared using recycled aggregate, according to all the mentioned tests, can be used as an adequate replacement for concretes prepared using river or crushed aggregate, while the two-phase approach had the greatest effect on the increase of the splitting tensile strength.

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Published

2022-07-06