“…Similarly, Balaha et al (2007) used ground waste tyre rubber for partial replacement of natural sand at the proportions of 0%, 5%, 10%, 15% and 20%, by volume and they reported that the workability increased as rubber sand content increased. However, it is worth to note that a number of studies reported contrary results with the decreased workability with the inclusion of rubber aggregates in the concrete mixture (Güneyisi, 2010;Ozbay et al, 2011;Raj et al, 2011;Karahan et al, 2012;Rahman et al, 2012;Dong et al, 2013;Ganesan et al, 2013;Grdić et al, 2014;Holmes et al, 2014;Mohammadi et al, 2014). When crushed stone (coarse aggregate) was partially replaced by coarse rubber particle at the low and medium proportions (10%, 20%, and 30% by volume), it was observed that the slumps slightly increased in comparing to that of the control mix.…”