Performance Assessment of Graphene Oxide–Reinforced Sustainable Geopolymer Concrete
Publication: Journal of Materials in Civil Engineering
Volume 33, Issue 11
Abstract
Geopolymers, known as the next generation binder, are gaining the interest of contemporary researchers due to their superior strength and durability properties compared with ordinary portland cement (OPC). The current investigation aims to develop a greener geopolymer concrete (GC) containing waste materials as a replacement to fine and coarse aggregates. Waste foundry sand (WFS), an industrial waste, has been used as partial replacement to normal sand, whereas natural coarse aggregates were partially to fully replaced by recycled concrete aggregates (RCA). In addition, indigenously synthesized graphene oxide (GO), in the laboratory, was added to GC by a small proportion of 0.05% by weight of binder to compensate for the performance loss in GC due to addition of waste materials. The strength and durability properties were studied up to 90 days of curing age. The microstructure was also studied by conducting scanning electron microscope (SEM), X-ray diffraction (XRD), and Fourier transform infrared spectroscopy (FT-IR) to support the strength and durability results. The test results are promising and indicate enhanced performance of GC produced using waste materials with GO addition.
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Data Availability Statement
All data, models, and code generated or used during the study appear in the published article.
Acknowledgments
The authors would like to greatly acknowledge the valuable support of Material Testing Laboratory’s staff, Civil Engineering Department, as well faculties and staff of Department of Material Science and Engineering and Department of Physics and Photonic Science, National Institute of Technology, Hamirpur, India, for carrying out testing of concrete work reported in this study. The Ministry of Human Resources and Development, India, is also gratefully acknowledged for providing financial support to one of the authors.
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Journal of Materials in Civil Engineering
Volume 33 • Issue 11 • November 2021
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© 2021 American Society of Civil Engineers.
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Received: Jul 27, 2020
Accepted: Mar 19, 2021
Published online: Sep 7, 2021
Published in print: Nov 1, 2021
Discussion open until: Feb 7, 2022
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