The Influence of Incorporating Plastic within Concrete and the Potential Use of Microwave Curing; A Review

In recent decades, researchers have used plastic to replace natural aggregates (NAs), or as filler and fibre within the concrete. This particular paper puts forward a review that gives comprehensive consideration to the properties and drawbacks, of concrete that contains plastic. As such, it may be hypothesised that poor bond capacity and higher air content due to inclusion of plastic aggregate (PA) within concrete are the predominant factors that reduce the properties in terms of mechanics and durability. In that regard, this study has put forward a new method of curing using microwave irradiation for improvement with respect to those factors. So, that there can be further improvement with regard to overall durability with respect to advanced chemical and hydrophobic resistivity and enhanced performance for conventional concrete with respect to bonding and ductility

Briefing: Shear strength of concrete with E-waste plastic

This briefing paper presents results from an experimental investigation on the shear strength of concrete with E-waste plastic (high-impact polystyrene) as coarse aggregate. The coarse aggregate is partially replaced with different percentages of high-impact polystyrene by volume (10, 20, 30, 40 and 50%). It is found that the shear strength is decreased with the increase of high-impact polystyrene in concrete. Even though a reduction in strength is observed, however, the high-impact polystyrene aggregate alters the brittle behaviour of concrete into ductile behaviour. At 50% replacement, 50% of strength retention in the concrete is observed. Therefore, high-impact polystyrene aggregate can be used as a partial replacement for coarse aggregate up to a certain percentage; this represents one possible solution to the E-waste problem and an alternative to using natural aggregate. </jats:p

Use of E-Waste in Metakaolin Blended Cement Concrete for Sustainable Construction

This paper investigates the use of non-metallic portion (NMP) reclaimed from e-waste (i.e., waste printed circuit board&mdash;PCB) as replacement of natural sand in the blended cement concrete by using Metakaolin (MK) as supplementary cementitious material for its effect on the mechanical, durability, microstructural, and mineralogical properties of concrete. It was found that the blended mixes containing NMP and MK outperformed the control mix. With the addition of 10% NMP and 10% MK, the maximum compressive strength was obtained, with the splitting tensile and flexural strength following the same trend. The performance of the mixes was lowered above 10% replacement levels, although it was still better than the control mixture. When compared to other mixes, 10% NMP and 10% MK concrete had the lowest sorptivity and water absorption values, as well as the highest resistance to chloride-ion penetration. FESEM was used to confirm the results, and then XRD was used to determine the elemental classification. This study lays the groundwork for a long-term strategy for utilising NMP and MK as extremely effective concrete additives