Study the Improvement of the Strength of Conventional Concrete using Coconut Shell Ash and Glass Powder

R. S. Parihar; Abhay Kumar Jha; Akshay Kumar Patel

Title:
Study the Improvement of the Strength of Conventional Concrete using Coconut Shell Ash and Glass Powder

Authors:
Akshay Kumar Patel | R. S. Parihar | Abhay Kumar Jha

Cite This Article :

Akshay Kumar Patel | R. S. Parihar | Abhay Kumar Jha "Study the Improvement of the Strength of Conventional Concrete using Coconut Shell Ash and Glass Powder" Published in International Journal of Trend in Scientific Research and Development (ijtsrd), ISSN: 2456-6470, Volume-6 | Issue-7, December 2022, pp.1181-1186, URL: https://www.ijtsrd.com/papers/ijtsrd52569.pdf

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Abstract :
The compressive strength of CSA and GP mixed concrete has been evaluated at 7 and 28 days after curing, respectively, and workability has been tested right away after the concrete has been prepared. The strength of concrete is increased by the addition of waste CSA and GP up to a degree after which it decreases. When 10% of the cement in CSA and GP mixed concrete is replaced, the compressive strength increases to 28.79 N/mm2 and 28.4 N/mm2, respectively. The replacement of cement in CSA and GP mixed concrete with amounts of 3.7 N/mm2, 3.8 N/mm2, and 9.18 N/mm2, and 9.22 N/mm2 respectively, enhances Split Tensile Strength and Flexural Strength by up to 7.5%. In this present investigation, CSA and GP may be substituted for cement up to a maximum of 7.5% for split tensile and flexural strength and 10% for compressive strength.

Keywords :
CSA and GP, Initial setting, final setting time, Compressive strength, split tensile strength

Publication Details:

Unique Identification Number : IJTSRD52569

Published In : Volume-6 | Issue-7, December 2022

Page Number(s) : 1181-1186

Publisher Name : IJTSRD | www.ijtsrd.com | E-ISSN 2456-6470

Copyright © 2019 by author(s) and International Journal of Trend in Scientific Research and Development Journal. This is an Open Access article distributed under the terms of the Creative Commons Attribution License (CC BY 4.0) (http://creativecommons.org/licenses/by/4.0)

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