Fig. 6

Comparison of the effects of the GGBFS and the Ag-PM-WCNT and the CQD on the shear strength of GR-BC, 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.