Unlocking the Power of GO in Next-Gen Concrete: Strength, Hydration, and Microstructural Evolution

International Journal of Civil Engineering
© 2025 by SSRG - IJCE Journal
Volume 12 Issue 11
Year of Publication : 2025
Authors : P. M. Walunjkar, M. N. Bajad
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How to Cite?

P. M. Walunjkar, M. N. Bajad, "Unlocking the Power of GO in Next-Gen Concrete: Strength, Hydration, and Microstructural Evolution," SSRG International Journal of Civil Engineering, vol. 12,  no. 11, pp. 145-159, 2025. Crossref, https://doi.org/10.14445/23488352/IJCE-V12I11P112

Abstract:

This study explores the impact of incorporating 0.03% Graphene Oxide (GO) into cement paste and concrete, with a focus on mechanical properties, microstructure, and hydration product evolution over 1 hour to 120 days. Key mechanical parameters—compressive, split tensile, and flexural strength—were evaluated at 3, 7, and 28 days. Results show significant improvements: flexural strength increased by 38–48%, split tensile strength by 22–35%, and compressive strength by 21–32%. GO accelerates hydration, promoting early formation of needle-like and flower-like crystals, enhancing development of Calcium Silicate Hydrate (C-S-H) gel, ettringite, and portlandite. SEM, XRD, and EDAX analyses revealed early rod-like crystals, which disappear with matrix densification but reemerge by day 7 and transform into flower-like forms by day 28. At 60 days, polyhedral and flower-like crystals surround residual needle-like structures, leading to a dense matrix by day 120 with icosahedral and cubic CaCO₃ crystals. XRD confirmed the presence of fullerite C₆₀, suggesting GO moderates early cement setting. Transient phases, such as magnesite and eitelite, emerge from magnesium-related reactions, improving the density and refining pores. A 90% increase in Ca (OH)₂ at day 7 transforms into CaCO₃, resulting in an average of 82% of the final 28-day mechanical strength within 7 days, which is 26% higher than that of conventional concrete. EDAX confirms GO's oxygen stabilization and consistent concentration over time. CH crystal size increased from 64 nm to 82 nm by day 7 and then stabilized, indicating improved crystallization. Portlandite and ettringite both exhibit hexagonal structures with lattice parameters a = 3.59 Å, c = 4.90 Å, and a = 11.23 Å, c = 21.44 Å, respectively. An average Ca/Si ratio of 2.06 suggests improved tensile strength and stiffness. These results underscore the potential of GO as an innovative additive for developing high-performance concrete, contributing to the advancement of modern sustainable construction.

Keywords:

C-S-H bonding, Ca/Si ratio, EDAX analysis, Graphene Oxide (GO), Interfacial Transition Zone (ITZ), SEM, XRD.

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