Page 91 - New Trends in Eco efficient and Recycled Concrete

Recycled plastic 65

0%
30%
1 50%
70%
0%
10%
2 20%
30%
0%
20%
3 40%
60%
80% 0%
Reference 4 50%
0%
20%
5 60% 40%
80%
100%
0%
10%
6 20%
30%
0%
10%
7 20%
30%
0 1000 2000 3000
3
(A) Density (kg/m )
0%
25%
1 50%
75%
0%
10%
2 30%
50%
100% 70%
0%
10%
3 15%
20%
0%
5%
Reference 45% 30% 10%
15%
4
0%
5
50% 20%
0%
5%
10%
6 15%
0%
60%
7 100%
0%
25%
8 50%
75%
0 1000 2000 3000
3
(B) Density (kg/m )
Figure 3.3 Variation of density of concrete containing (A) plastic coarse aggregate (1
(Sabaa and Ravindrarajah, 1997), 2 (Ravindrarajah, 1999), 3 (Tang et al., 2008), 4 (Lima
et al., 2010), 5 (Akcaozoglu and Ulu, 2014), 6, 7 (Ozbakkaloglu et al., 2017)) and (B) plastic
fine aggregate (1 (Choi et al., 2005), 2 (Marzouk et al., 2007), 3 (Ismail and Al-Hashmi,
2008), 4 (Kou et al., 2009), 5 (Wang and Meyer, 2012), 6 (Rai et al., 2012), 7 (Herki et al.,
2013), 8 (Juki et al., 2013)) with RPA%. % values represent RPA%.