An Experimental Study On Split Tensile Strength Of M30 Concrete Using Novel Seashell Powder And Egg Shell Powder As A Partial Replacement Of Fine Aggregate In Comparison With Conventional Concrete

¹ Department of Civil Engineering,Saveetha School of Engineering,Saveetha Institute of Medical and Technical Sciences,Saveetha University, Chennai, Tamil Nadu, India. Pincode: 602105.
² Department of Civil Engineering,Saveetha School of Engineering,Saveetha Institute of Medical and Technical Sciences,Saveetha University, Chennai, Tamil Nadu, India. Pincode: 602105.

¹ Corresponding Author nikhilramy@outlook.com

Abstract

Aim: The study's goal is to compare the Split Tensile Strength of Novel Seashell and Egg Shell based Powder M30 concrete and conventional concrete. Materials and Methods: There are two categories taken into account. Concrete with egg and seashell powders is in group 1, while standard concrete is in group 2. There are 18 samples in each group, for a total of 36 sample sizes. The preparation and examination of the samples involved using a variety of tools and materials. Result: The independent sample T-test is carried out using SPSS software, version 21, was used. The mean Split Tensile Strength of conventional concrete sample is 3.59 N/mm2, but the mean Split Tensile Strength of novel seashell and egg shell-based Powder M30 concrete is 4.87 N/mm2. To assess the data, a T-test for independent samples is used. The mean values for the group statistical report were 3.5889 and 4.8411, and the independent t-test revealed a F value of 0.150. An independent sample t-test is performed on the two groups to see whether there is a significant difference, with g power set at 80% and p=0.000 (p0.05) as the cutoff. This indicates that there are statistical differences between the two groups considered in this study significantly from one another. Conclusion: The concrete with theNovel Seashell and Egg Shell based Powder M30 concrete had more Split Tensile Strength when compared the conventional concrete.