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Recycled HDPE Partial Substitute of fine Sand in Concrete

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Recycled HDPE Partial Substitute of fine Sand in Concrete ( recycled-hdpe-partial-substitute-fine-sand-concrete )

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Adoption of Recycled HDPE Plastic Granules and waste Crushed Glass as a Partial Substitute of fine Sand in Concrete Effect of incorporating the PVC granules as lightweight aggregate in concrete, the densities and workability of lightweight concrete were decreased. The compressive strength and split tensile strength were decreased. The ductility of PVC (Poly Vinyl Chloride) concrete was enhanced. And he said that PVC granules are utilized as aggregate to restore the sand for making lightweight concrete the optimum usage of PVC granules are up to 15%. Malek Batayneh et al [8] Studied on three different mixes as a fine sand replacement with the waste materials waste glass, waste plastic and demolished concrete. The results are shown by replacing the waste broken glass as fine sand in a concrete increase in a slump value and compressive strength and split tensile by rising the proportion of crushed waste glass. The results are shown by replacing the waste plastic and demolished concrete aggregate in concrete decreases in a slump and compressive strength and split tensile by rising the percentage of discarded plastic and recycled aggregate. Ismail Zainab Z. and Al-Hashmi A [9] stated that the performance of crushed waste glass in the concrete mix as fine aggregate shown the increase in compressive strength and flexural strength by increasing the proportion of crushed glass in concrete. III. MATERIAL SPECIFICATIONS A. Cement 5 C. Fineness modulus of Fine aggregates HDPE plastic granules 3.15 7.36 The materials used in mix design cement, fine aggregate and coarse aggregate should satisfy the code IS 10262-2009 [35]. And fine aggregates are river sand, HDPE plastic granules and crushed glass. The waste HDPE plastic is gathered and it is recycled into the granules. In this paper, the HDPE plastic granules are collected from Hyderabad, Jeedimetla [17], plastic factory. Fig 1: HDPE plastic granules Table 3: physical properties of HDPE plastic granules and Crushed glass S.No 1. 2. 3. 4. D. Description Density (g/cm3) Specific gravity Mean size of a particle Colour Crushed glass HDPE plastic granules .94 .89 2mm-3mm Black Crushed glass 1.62 2.52 1mm-2mm White Ordinary Portland Cement (OPC) of grade – 53 conforming to Indian standards IS: 12269-1987 [11] is used in this study. With specific gravity 3.15, confirming to IS 4031-1996 [12] the other physical properties are tabulated below. (Table 3.1) Table 1: physical properties of cement Waste glass is collected from the local glass emporiums (Visakhapatnam) and made into pieces first and then crushed as fine as sand. S.NO 1 2 3 4 5 6 Description Specific gravity of cement Fineness of cement Standard consistency of cement Initial setting time of cement Final setting time of cement observations 3.145 8 33% 90 minutes 350 minutes Compressive strength of cement(Mpa) B. S. N O 1 2 3 4 Aggregate: {IS 2386:1963 (part-3) [13]} 28days 55.3 Fine aggregate utilized in this experimental process was river sand of zone2 of specific gravity 2.55 confirming IS 383-1970 [10]. The physical properties of fine aggregate are tabulated below. (Table 3.2) Coarse aggregate used in this was angular of size 12.5mm confirming to IS 383-1970 [10]. The physical properties of Coarse aggregate are tabulated below. Table 2: physical properties of aggregates Description Specific gravity of fine aggregate Water absorption of fine aggregate Bulk density of compacted aggregates Bulk density of loosely packed aggregates Fine Coarse aggregate Aggregate 2.72 2.92 0.776 0.25 1.56 1.58 1.42 1.46 Concrete is a composite blend which contains of Cement, fine sand and coarse aggregate. Concrete mix design is the methodology for finding the correct amounts of these materials to accomplish the ideal quality. Exact concrete mix makes concrete construction practical and economical. The mix proportions are tabulated below. Published By: Blue Eyes Intelligence Engineering & Sciences Publication IV. Fig 2: Waste glass CONCRETE MIX DESIGN: ( IS 10262-2009 [14]) Fig 3: After crushing the glass Mix proportions: Retrieval Number E7137068519/19©BEIESP 537

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