1. Modification of Novel E-waste in M30 grade of concrete.
- Author
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Gokul, B., Rajkumar, J. S. S., and Thiruchelvam, V.
- Subjects
ELECTRONIC waste ,COMPRESSIVE strength ,ONE-way analysis of variance ,STANDARD deviations ,CONFIDENCE intervals - Abstract
The scope of the research is to compare conventional concrete and the 10% Novel E-waste replaced concrete material of M30 grade concrete. The composition of various items present in concrete mix are segregated with Novel E-waste 20mm, superplasticizer, cement (53 grade PPC), fine aggregate (sieve size 4.75mm), coarse aggregate (sieve size 20mm), and water. In this research the main set of events are grouped in two categories. Group-1 (control group/conventional concrete) and group-2 (experimental group/Novel E-waste concrete). In this project first group has 18 samples and the Second group has 18 samples, Total samples of N=36 The analysis was performed with a G-power of 0.8, alpha and beta values set at 0.05 and 0.2 respectively, and a 95% confidence interval. The independent sample T-Test yielded a value of (p>0.05), specifically (p=0.256). The One-way ANOVA conducted using SPSS confirmed differences in the mechanical properties between conventional concrete and Novel E-waste Concrete. The average compressive strength for conventional concrete was found to be (31.12 N/mm
2 ), while for Novel E-waste concrete it was (34.15 N/mm2 ). A significant difference was noted with a significance value of (p<0.05), precisely (p=0.000), and standard deviations of 0.65 and 0.79, respectively. It was determined that Novel E-waste concrete, when mixed with a superplasticizer, exhibited a lower compressive strength percentage compared to conventional concrete. [ABSTRACT FROM AUTHOR]- Published
- 2024
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