By: Ahmed M., Ahmed Mohamed
This study investigates the influence of sodium hydroxide (NaOH) concentration (0 M, 0.2 M, 0.5 M, and 1.0 M) on the hydration kinetics, mechanical properties, and microstructural evolution of Limestone Calcined Clay Cement (LC3). Experimental analyses, including isothermal calorimetry, compressive strength testing, X-ray diffraction (XRD), thermogravimetric analysis (TG/DTG), scanning electron microscopy coupled with energy-dispersive X-ray spectroscopy (SEM-EDS), and Fourier-transform infrared spectroscopy (FT-IR), were conducted on LC3-35 paste samples. Results indicate that elevated NaOH concentrations accelerate early hydration, with the 1.0 M sample exhibiting a C3S reaction peak at 1.5 h, compared to 2 h for the control (0 M). However, compressive strength at 28 days peaked in the control (~ 50 MPa) and 0.5 M samples (~ 47 MPa), while the 1.0 M formulation showed reduced performance (~ 36 MPa), suggesting an optimal NaOH range of 0.2 M–0.5 M. Microstructural analysis revealed enhanced formation of calcium (alumino) silicate hydrate (C-A-S-H) gels at moderate NaOH levels, transitioning to sodium-incorporated C-(N)-A-S-H phases at higher concentrations, accompanied by interactions with ferrite phases (C4AF). Notably, density variations showed no direct correlation with strength, underscoring the dominance of chemical and microstructural factors. These findings demonstrate that controlled alkali activation (≤ 0.5 M NaOH) enhances early pozzolanic reactivity and strength development in LC3 without compromising long-term performance, supporting its viability as a sustainable, low-clinker cement alternative. Future research should prioritize quantitative analysis of C-A-S-H gel and calcium sulfate (CaSO4) content to refine LC3 formulations for industrial applications.








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