Page 86 - New Trends in Eco efficient and Recycled Concrete
P. 86

Recycled plastic                                                   61


            Table 3.1 Properties of recycled PAs used in concrete
            Type      Particle size  Specific  References
                      (mm)          gravity
            HDPE          2.36      1.04       Naik et al. (1996); Elzafraney et al. (2005);
                                                 Kumar and Prakash (2006);
                                                 Thorneycroft et al. (2018)
            LDPE          2.36 4.8  0.86 0.93  Galvao et al. (2011); Chaudhary et al.
                                                 (2014)
            PVC           5         1.4        Elzafraney et al. (2005); Kou et al. (2009)
            PP            9.5 10    0.9 1      Elzafraney et al. (2005); Yang et al.
                                                 (2015); Ozbakkaloglu et al. (2017)
            PET           1.14 12.5  1.27 1.39  Choi et al. (2005, 2009); Marzouk et al.
                                                 (2007); Ismail and Al-Hashmi (2008);
                                                 Albano et al. (2009); Yesilata et al.
                                                 (2009); Remadnia et al. (2009);
                                                 Akcaozoglu et al. (2010); Frigione
                                                 (2010); Galvao et al. (2011); Ramadevi
                                                 and Manju (2012); Ferreira et al. (2012);
                                                 Silva et al. (2013); Ge et al. (2013);
                                                 Juki et al. (2013); Saikia and de
                                                 Brito (2013); (2014); Akcaozoglu
                                                 and Ulu (2014); Thorneycroft
                                                 et al. (2018)
            EPS       1 16          0.22 0.34  Ravindrarajah and Tuck (1994); Lai et al.
                                                 (1996); Sabaa and Ravindrarajah (1999);
                                                 Babu and Babu (2003); Chen and Liu
                                                 (2004); Babu et al. (2005); (2006);
                                                 Haghi et al. (2006); Tang et al. (2008);
                                                 Kan and Demirboga (2009); Madandoust
                                                 et al. (2011); Xu et al. (2012); Herki
                                                 et al. (2013); Ferrandiz-Mas et al. (2014)
            UEPS          8         1.02       Babu et al. (2006)
            HIPS          4         1.04       Wang and Meyer (2012)
            EVA           9.5       0.24       Lima et al. (2010)
            PUR          20         0.045      Fraj et al. (2010)
            Melamine     10         1.48       Panyakapo and Panyakapo (2008)
            HDPE, High-density polyethylene; EVA, ethylene-vinyl acetate; PP, polypropylene; HIPS, high-impact polystyrene;
            PVC, polyvinyl chloride; LDPE, low-density polyethylene; PET, polyethylene terephthalate; EPS, expanded
            polystyrene; UEPS, un-expanded polystyrene; PUR, polyurethane.


           3%. The preparation, casting and curing of PA and PF concrete are similar to
           those of conventional concrete. However, because PAs and NAs have signifi-
           cantly different specific gravities and PAs tend to float, the problem of segrega-
           tion may occur in concretes containing PAs (Babu and Babu, 2003). To address
           this issue, PAs can be treated with hydrophilic chemical coating to prevent the
   81   82   83   84   85   86   87   88   89   90   91