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INTERNATIONAL JOURNAL OF INFORMATION AND COMPUTING SCIENC ISSN NO: 0972-1347 CONCLUSIONS 25 20 15 10 5 0 controlmix Mix1 Mix2 Mix3 Mix4 Trial Mixes 7 Days 21 Days 28 days Fig 2 Variation of Compressive Strength at different Percentage replacements of HDPE 2325 2320 2315 2310 2305 2300 2295 2290 2285 2280 2275 Dry Density of Concrete, Kg/m3 COMPRESSIVE STRENGTH, N/mm2 5 10 15 20 Percentage of Plastic used Fig 3 Percentage of Plastic used vs Dry Density (Kg/m3) HDPE can be used to as partial replacement of coarse aggregate in developing concrete mixture. By making use of these aggregates the overall unit weight of the concrete may be substantially reduced. It is observed that there is increase in the compressive strength and density of concrete compared with the conventional concrete at 5 % replacement. But with 10% to 20% HDPE Volume 5, Issue 7, July 2018 107 http://ijics.com/PDF Image | Plastics Pipe Institute Handbook of Polyethylene Pipe
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