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Adoption of Recycled HDPE Plastic Granules and waste Crushed Glass as a Partial Substitute of fine Sand in Concrete 35 30 30 25 20 15 10 26 24 S100 S95P5 16 S90P10 S85P15 15 S80P20 HDPE plastic granules % Slump value granules by increment of 5% up to 20% (i.e., S80G15P5, S75G15P10, S70G15P15 & S65G15P20). The slump was increased by using the crushed glass in the concrete mix. The amount of percentage increase 11.53%, 29.167%, 50% and 46.67% for replacement of HDPE plastic granules respectively. Fig 6: Slump value of concrete with HDPE plastic granules B. Compressive strength i. From fig 10, the compressive strength of concrete is observed the amount of HDPE plastic content increases S95P5, S90P10, S85P15 & S80P20 the strength is decreasing for 7 days 5.59%, 19.58%, 21.3% and 25.87% respectively and for 28 days 7.1%, 9.94%, 16.27% and 19.56% respectively compared to the conventional concrete. Fig 9: compressive strength specimen Fig 10: Compressive strength of concrete with HDPE plastic granules Published By: Blue Eyes Intelligence Engineering & Sciences Publication iii. decreased of 10% slump value to the conventional concrete slump and increased for S90G10, S85G15 & S80G20 are 10%, 23.3% and 13.3% respectively slump value to the conventional concrete slump value. From the fig 8, shows the comparative results of the slump value of concrete using HDPE plastic granules with and without crushed glass. The variation of HDPE plastic Fig 7: Slump value of concrete with Crushed glass Fig 8: Comparison graph for a slump of concrete using plastic with and without Crushed glass ii. crushed glass is increased from 10% to 20% of replacement. For S95G5 replacement the slump value is From fig 7, the slump value of the concrete with Retrieval Number E7137068519/19©BEIESP 539 Slump value (mm)PDF Image | Recycled HDPE Partial Substitute of fine Sand in Concrete
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