Graphene Nanoplatelet–Driven Structural Modifications in Synthetic Calcium-Silicate-Hydrate
Abstract Graphene nanoplatelets (GnPs) have shown promise in enhancing cementitious materials, yet their interaction with calcium-silicate-hydrate (C-S-H), the primary cement binding phase, remains insufficiently understood. This study examines the structural and microstructural modifications of synthetic C-S-H induced by GnPs of varying particle sizes (M15, C300, and C750) and dosages (0.03%–0.1% by weight) across calcium-to-silicon (C/S) ratios of 1, 1.5, and 2, synthesized using a modified double-decomposition method and characterized by X-ray diffraction (XRD), thermogravimetric analysis (TGA), Fourier-transform infrared spectroscopy (FTIR), and scanning electron microscope (SEM). Results showed that GnPs significantly influenced C-S-H nucleation and domain evolution, with smaller GnPs (C750) reducing calcium carbonate formation and promoting more ordered C-S-H domains, whereas larger GnPs (M15) enhanced C-S-H content and increased interlayer spacing. At a C/S ratio of 1.5, C750 reduced calcite content by 12%, whereas M15 increased C-S-H content by 7%. Overall, GnPs facilitated calcium ion retention within C-S-H layers, limiting carbonation and suggesting a pathway for engineering cementitious composites with improved durability and tailored performance.
Authors
- Hunain Alkhateb
- Weam Elmahmoud
- Sasan Nouranian (ORCID: https://orcid.org/0000-0002-8319-2786)
- Oussama Oulhakem (ORCID: https://orcid.org/0000-0002-7537-9284)
- Miné G. Ucak-Astarlioglu (ORCID: https://orcid.org/0000-0003-4186-1707)
- Ahmed Al-Ostaz
- Rami Alsughayer
- Hashem Khaled Almashaqbeh
- Charles Weiss
Institutions
- Isra University (PK)
- University of Mississippi (US)
- U.S. Army Engineer Research and Development Center (US)
Publication Details
- Journal
- Journal of Materials in Civil Engineering
- Published
- 2026-07-23
- DOI
- https://doi.org/10.1061/jmcee7.mteng-21746
- Primary Topic
- Concrete and Cement Materials Research
- Type
- article
- Field-Weighted Citation Impact
- 0.00