Rubber aggregates' effect on the rheological and mechanical behavior of self-compacting concrete

This research work aims to study the effect of the incorporation of aggregates from the recycling of used tires on the rheological and mechanical behavior of self-compacting concrete (SCC). In this regard, rubber particles with diameters of 0–4 mm were used in the SCC mixture as a partial substitution at 10, 20, 25, and 30% of the volume of sand.