Page 100 - New Trends in Eco efficient and Recycled Concrete
P. 100

74                                New Trends in Eco-efficient and Recycled Concrete



















         Figure 3.12 SEM micrographs of concrete containing PP aggregates with replacement level
         of (A) 15% and (B) 30% (Yang et al., 2015). PP, Polypropylene.

           The air/water permeability of recycled plastic concrete is significantly influenced
         by the porosity of concrete (Wang and Meyer, 2012). It was reported that the water
         permeability of LDPE coarse aggregate concrete increases by 45.6% with an
         increase in RPA% from 50% to 100% (Ali et al., 2018). This observation was a
         direct consequence of an increased porosity of concrete with an increase in the
         RPA% (Ali et al., 2018). However, a study by Wang and Meyer (2012) reported
         that PA concrete containing 50% HIPS fine aggregates exhibits 13.7% lower water
         permeability than that of the conventional concrete (Wang and Meyer, 2012). As
         was discussed in relation to the water absorption of concrete, this can be attributed
         to the fact that polystyrene fine aggregates (e.g., EPS, UEPS or HIPS) have higher
         hydrophobicity than natural sands. The air permeability of recycled plastic concrete
         has also a similar trend to the water permeability. It was shown that the air perme-
         ability of concrete containing PUR foam coarse aggregates was significantly higher
         than that of the conventional concrete (Fraj et al., 2010), which is attributed to the
         higher porosity of PUR foam coarse aggregates than that of natural coarse aggre-
         gates. It was also reported that the air permeability of concrete with PP fibres was
         lower than that of the conventional concrete (Bagherzadeh et al., 2011; Bhogayata
         and Arora, 2018), which is because of the ability of fibres to prevent the develop-
         ment of cracks in the concrete by creating bridges across the cracks.



         3.5.2 Degradation in alkaline environment

         Fig. 3.13 shows SEM images of PET fibre in the alkaline environment of concrete
         at curing ages of 150 days and 1 year. As can be seen in the figure, PET fibre
         exhibited a high level of degradation in the alkaline environment. This observation
                                           21
                                                1
                                                             1
                                                     2
         is because PET is easily influenced by Ca ,K ,OH and Na ions in the highly
         alkaline environment of concrete (Silva et al., 2005). On the other hand, most types
         of recycled plastics (e.g., PP, PVC and HDPE) are non-biodegradable because they
         have a high chemical stability (Puertas et al., 2003; Webb et al., 2012). Therefore,
   95   96   97   98   99   100   101   102   103   104   105