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Fig. 8 | International Journal of Concrete Structures and Materials

Fig. 8

From: Examination of sulfate resistance of nano-alumina added ordinary Portland cement paste, focusing on the two different crystallinity of nano-aluminas

Fig. 8

TG and DTG results of the hardened samples before Na2SO4 exposure (zero day exposure) and after Na2SO4 exposure (28, 91, and 180 days of Na2SO4 exposure): a TG and DTG result of the control samples (OPC-0), b TG and DTG result of the α-alumina added samples (OPC-A), and c TG and DTG result of the γ-alumina added samples (OPC-G)

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