Table 4 Overview on work done on polyvinyl chloride in cementitious based by past researchers
From: A brief review on polyvinyl chloride plastic as aggregate for construction materials
References | Type of composite | Type of PVC | Type of substitute | PVC form, size and content |
|---|---|---|---|---|
Manjunatha et al. [35] | Concrete | Pipes | Cement | Powder 5, 10, 15, 20, 25, 20% wt |
Hu et al. [36] | Concrete | Soft board | Coarse aggregate | 5, 10, 15, 20, 30% |
Merlo et al. [34] | Mortar | Cables and wires | Fine aggregate | Shredding to granule 63 μm–4 mm 5, 10, 15, 20% vol |
Belmokaddem et al. [37] | Concrete | Tubes for underground protection, U-pipe for road drainage system | Fine and coarse aggregate (combined) | Fragmented to granule Fine 0–3 mm Medium 3–8 mm 25, 50, 75% vol |
Mohammed et al. [33] | Concrete | Shredded sheet of roofing or wall covering | Fine and coarse aggregate (separated) | Crushing and grinding Max size 9.5Â mm 5, 15, 30, 45, 65, 85 |
Bolat and Erkus [38] | Concrete | - | Fine aggregate | Powder 0–0.25 mm Granule 2–4 mm 10, 20, 30% vol |
Haghighatnejad et al. [39] | Concrete | Scrapped pipe | Fine aggregate | Max. size 5Â mm 20, 30, 40, 50% |
Senhadji et al. [40] | Concrete | Scrapped pipe | Fine aggregate | Graded 0–3 mm and 3– 8 mm 30, 50, 70% |
Kou et al. [24] | Lightweight concrete | Scrapped pipe | Fine aggregate | Scrap to granular Passing 5-mm sieve 5, 15, 30, 45% vol |