Fig. 4: Ca/Si and Al/Si atomic ratio of C-(A-)S-H, Mg/Al atomic ratio of LDH phase, compressive strength of 7 days and 28 days cured mortars, as a function of slag replacement. | npj Materials Sustainability

Fig. 4: Ca/Si and Al/Si atomic ratio of C-(A-)S-H, Mg/Al atomic ratio of LDH phase, compressive strength of 7 days and 28 days cured mortars, as a function of slag replacement.

From: Microstructural insights and technical challenges of effectively adopting high-volume GGBS in blended cements for low-carbon construction

Fig. 4: Ca/Si and Al/Si atomic ratio of C-(A-)S-H, Mg/Al atomic ratio of LDH phase, compressive strength of 7 days and 28 days cured mortars, as a function of slag replacement.The alternative text for this image may have been generated using AI.

a Ca/Si and Al/Si atomic ratios of C-(A-)S-H gel and b Mg/Al atomic ratio of Mg-Al-LDH phase after 20 years of hydration as a function of slag replacement (wt. %). The chemical composition of C-(A-)S-H gel and Mg-Al-LDH phase were determined by TEM-EDX in ref. 41. c 7 days’ compressive strength and d 28 days’ compressive strength in blended slag cements mortar, as a function of slag replacement (wt. %). Data in 4c and 4 d is sourced from published literature; the symbols are referred to as square177, circle178, upward triangle64, downward triangle179, diamond180, left-pointing triangle65, right-pointing triangle181, and hexagon17. In Fig. 4c, d the light beige band indicates the 95% confidence interval, providing a range within which the true parameter values are expected to fall with 95% certainty. Similarly, the light blue band represents the prediction interval, showing the expected range for future data points. Both intervals visually convey the level of uncertainty and variability in the data, with the bands narrowing as the model fits the data.

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