Effect of Curing Time on the Surface Permeability of Concrete with a Large Amount of Mineral Admixtures

<div>60d chloride ion diffusion coefficient of concrete under different curing mode (a) concrete with a water-binder ratio of 0.45; (b) concrete with a water-binder ratio of 0.35.</div>

Advances in Civil Engineering

fig6

Figure 6

Figure 6: Effect of Curing Time on the Surface Permeability of Concrete with a Large Amount of Mineral Admixtures 