Page 96 - New Trends in Eco efficient and Recycled Concrete

70 New Trends in Eco-efficient and Recycled Concrete

15
0% EPS
30% EPS
Axial stress (MPa) 10 5 80% EPS
50% EPS
64% EPS
90% EPS

0
0 0.2 0.4 0.6 0.8 1
Axial strain (%)

Figure 3.7 Axial stress strain relationship of EPS aggregate concrete containing 50% fly
ash (Babu et al., 2005). EPS, Expanded polystyrene.

0%
10%
1 30%
70% 55%
100%
0%
10%
2 30%
100% 70% 50%
0%
10%
3 50% 30%
100% 70%
0%
10%
4 15%
20%
Reference 5 70% 50% 25%
0%
5% 0%
6 15% 10%
20%
0%
5%
7 10%
15%
0%
10%
8 20%
30%
0%
10%
9 30% 20%
0 2 4 6 8 10
Flexural strength (MPa)
Figure 3.8 Variation of flexural strength of PA concrete with RPA%. 1, 2, 3 (Marzouk
et al., 2007), 4 (Ismail and Al-Hashmi, 2008), 5 (Juki et al., 2013): non-uniform shape PET;
6(Batayneh et al., 2007): non-uniform shape aggregate; 7 (Rai et al., 2012): non-uniform
shape plastic pallet; 8, 9 (Ozbakkaloglu et al., 2017): non-uniform shape PP. % values
represent RPA%. PA, Plastic aggregate; PET, polyethylene terephthalate; PP, polypropylene.