ORIGINAL RESEARCH article
Front. Built Environ.
Sec. Construction Materials
This article is part of the Research TopicSustainable Reinforcement with Cementitious Composites for Resilient ConstructionView all articles
Enhancing the Performance of Recycled Aggregate Concrete Using Graphene Oxide
Provisionally accepted- 1School of Civil Engineering, Vellore Institute of Technology (VIT), Vellore, India
- 2Vellore Institute of Technology, Vellore, India
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Using recycled coarse aggregate (RCA) in concrete will help the environment by using fewer natural resources and reducing the amount of trash in landfills. Nevertheless, RCA concrete is generally less strong and more porous because of the adhesion of mortar and suboptimal interfacial transition zone (ITZ). Employing recycled concrete aggregate (RCA), the experiment examines the feasibility of employing graphene oxide (GO) to serve as a nano-engineered additive to improve the microstructural and concrete's mechanical properties. The creation of an M30 grade concrete mix using 100% RCA and M-sand was the main goal of the current investigation, whereby the GO was added at a ratio of 0.02-0.06% of the cement weight, using SEM, EDS, FTIR, TGA, as well as micro-CT scanning, we investigated the microstructure and mechanical characteristics, such as compressive, split tensile, as well as flexural strength. The results show that the inclusion of GO significantly improves both the ITZ compaction and strength development. The most desirable effect was realised using 0.04% GO. Microstructure study indicated that the crack-bridging and nucleation actions of GO resulted in decreased porosity, improved pore distribution, and strengthened aggregate-cement bonding. These discoveries reveal that GO will reduce the obstacles relating to the RCA concrete, making the way to high-quality and stable construction materials.
Keywords: Graphene Oxide(GO), Manufactured sand (M-sand), Mechanical Properties, Microstructural analysis, Recycled coarse aggregate (RCA), sustainable concrete
Received: 06 Nov 2025; Accepted: 22 Dec 2025.
Copyright: © 2025 P and Swamy. This is an open-access article distributed under the terms of the Creative Commons Attribution License (CC BY). The use, distribution or reproduction in other forums is permitted, provided the original author(s) or licensor are credited and that the original publication in this journal is cited, in accordance with accepted academic practice. No use, distribution or reproduction is permitted which does not comply with these terms.
* Correspondence: Jagadeesh P
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