Indian Journal of Science and Technology
DOI: 10.17485/ijst/2016/v9i2/86345
Year: 2016, Volume: 9, Issue: 2, Pages: 1-5
Original Article
K. Alagusankareswari* , S. Sandeep Kumar, K. B. Vignesh and K. Abdul Hameed Niyas
S. K. R. Engineering College, Ponnamalle, Chennai - 600025, Tamil Nadu, India; [email protected], [email protected], [email protected], [email protected]
*Author For Correspondence
K. Alagusankareswari
S. K. R. Engineering College, Ponnamalle, Chennai - 600025, Tamil Nadu, India; [email protected]
Objective: This project deals with the experimental study on E-waste concrete. Methods/Statistical Analysis: An experimental setup is placed the specimens on the loading frame for two pointed loading conditions. Findings: Determined the compressive strength, cube weight comparison, split tensile strength, flexural strength. Applications: Self-weight of concrete reduces when there is rise in E-Waste percentage. Hence it can be consumed as a light weight concrete. The yield of concrete reduces when E-Waste is used as a replacement material for sand. It is coherent that E-waste can be biased by using them as constructional material. The compressive strength and split tensile strength of concrete pertaining to E-Waste aggregate is slightly lesser in comparison with control mix concrete sample.
Keywords: Concrete, Compressive Strength, Ecological Pollutant, Electronic Waste (E-Waste), Modulus of Rupture Strength (Flexural Strength), Printed Circuit Board (PCB), Tensile Strength (TS)
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