Fig. 10 | Scientific Reports

Fig. 10

From: Modification mechanism of silver nanoparticles-functionalized MW-CNT and GGBFS and CQDs on the structural properties of geopolymer reinforced-composite beam

Fig. 10

Comparison of the effects of the GGBFS and the Ag-PM-WCNT and the CQD on the compressive strength of GR-BC for infrastructure and structure renewal, types of GR-BC and reference composite, and curing days in water, (a) the relative shear strength of GR-BC at 7, 28, 90, and (b) the relative shear strength of GR-BC at 180d, 365d, 2185d, and 4370d.

Back to article page