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Adoption of Recycled HDPE Plastic Granules and waste Crushed Glass as a Partial Substitute of fine Sand in Concrete Fig 16: Comparison graph for split tensile strength of concrete using plastic with and without crushed glass (28 days) iii. From the fig 16, shows the comparative results of 28 days split tensile strength of concrete using HDPE plastic granules with and without crushed glass. The variation of HDPE plastic granules by increment of 5% up to 20% (i.e., S80G15P5, S75G15P10, S70G15P15 & S65G15P20). The split tensile strength was increased by using the crushed glass in the concrete mix. The amount of percentage increase by 4.97%, 4.54% and 10% for 10%, _15% & _20%replacement of HDPE plastic granules respectively. For 5% replacement, it was decreased by amount of 4.35%. i. From fig 17, Flexural strength is observed that for S95P5, S90P10, S85P15 & S80P20 of plastic granules replacement are decreased by for 7 days are 37.85%, 40.67%, 45.76% and 48.3%, for 28 days are 33.5%, 39.9%, 42.75% and 42.9% respectively. Fig 18: Flexural strength of concrete with Crushed glass D. Flexural strength Fig 19: Comparison graph for flexural strength of concrete using plastic with and without crushed glass (28 days) 4.5 4 3.5 3 2.5 2 1.5 1 0.5 0 4.21 3.54 2.8 2.2 2.1 2.53 2.41 2.4 1.92 1.83 S100 S95P5 S90P10 S85P15 S80P20 HDPE plastic granules % 7 day 28day Fig 20: Flexural strength in Universal testing machine Fig 17: Flexural strength of concrete with HDPE plastic granules iii. From the fig 19, shows the comparative results of 28 days flexural strength of concrete using HDPE plastic granules with and without crushed glass. The variation of HDPE plastic granules by increment of 5% up to 20% (i.e., S80G15P5, S75G15P10, S70G15P15 & S65G15P20). The flexural strength was increased by using the crushed glass in the concrete mix. ii. From fig 18, Flexural strength is observed that for S95P5, S90G10, S85G15 & S80G20 of crushed glass replacement are increased for 7 days with 3.1%, 2.23% and 0%, decreased with 9.59% respectively and for 28 days decreased for 10% replacement with 2.1% and increased for 5%, 15% & 20%replacement with 5.2, 7.1% and 9.45% respectively. Retrieval Number E7137068519/19©BEIESP 541 Published By: Blue Eyes Intelligence Engineering & Sciences Publication Flexural strength (Mpa)PDF Image | Recycled HDPE Partial Substitute of fine Sand in Concrete
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