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Enhancing Concrete Performance through Chemical and Mineral Admixture: A Study on Rice Husk Ash and Graphene Oxide Incorporation

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Enhancing Concrete Performance through Chemical and Mineral Admixture: A Study on Rice Husk Ash and Graphene Oxide Incorporation


Gurpreet Singh | Er. Raj Bala



Gurpreet Singh | Er. Raj Bala "Enhancing Concrete Performance through Chemical and Mineral Admixture: A Study on Rice Husk Ash and Graphene Oxide Incorporation" Published in International Journal of Trend in Scientific Research and Development (ijtsrd), ISSN: 2456-6470, Volume-8 | Issue-3, June 2024, pp.468-477, URL: https://www.ijtsrd.com/papers/ijtsrd64917.pdf

Concrete, a vital construction material, is composed of fine and coarse aggregates bound together by a cement paste. While Portland cement is commonly used, alternative hydraulic cements like calcium aluminates cement find occasional application. However, Portland cement, the second most environmentally harmful component in concrete after water, faces challenges such as resource scarcity and durability issues. To address these challenges, additives known as admixtures have emerged.This study investigates the efficacy of chemical and mineral admixtures, including rice husk ash (RHA) and graphene oxide (GO), in enhancing concrete performance. RHA and GO, derived from industrial by-products and carbon materials, respectively, offer promising prospects for improving concrete properties while mitigating environmental impacts. The study examines their impact on concrete characteristics such as compressive strength, flexural strength, and durability.This study investigates the efficacy of incorporating graphene oxide (GO) and rice husk ash (RHA) into concrete mixtures to enhance their strength and suitability for construction applications. Experimental testing reveals that concrete compositions containing 15% RHA and 2.5% GO exhibit improved compressive strength, modulus of elasticity, flexural strength, and split tensile strength compared to control mixes. The addition of 15% RHA and 2.5% GO results in a maximum compressive strength of approximately 49.80 MPa, with subsequent decreases in strength observed with higher RHA content. Similarly, flexural strength peaks at approximately 29.88 MPa for the same composition but decreases with higher RHA content. Split tensile strength reaches a maximum of approximately 6.07 MPa for the 15% RHA and 2.5% GO mixture, with a decline observed beyond 15% RHA content.

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IJTSRD64917
Volume-8 | Issue-3, June 2024
468-477
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)

International Journal of Trend in Scientific Research and Development - IJTSRD having online ISSN 2456-6470. IJTSRD is a leading Open Access, Peer-Reviewed International Journal which provides rapid publication of your research articles and aims to promote the theory and practice along with knowledge sharing between researchers, developers, engineers, students, and practitioners working in and around the world in many areas like Sciences, Technology, Innovation, Engineering, Agriculture, Management and many more and it is recommended by all Universities, review articles and short communications in all subjects. IJTSRD running an International Journal who are proving quality publication of peer reviewed and refereed international journals from diverse fields that emphasizes new research, development and their applications. IJTSRD provides an online access to exchange your research work, technical notes & surveying results among professionals throughout the world in e-journals. IJTSRD is a fastest growing and dynamic professional organization. The aim of this organization is to provide access not only to world class research resources, but through its professionals aim to bring in a significant transformation in the real of open access journals and online publishing.

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