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 C-28 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

fig5

Figure 5

Figure 5: Effect of Curing Time on the Surface Permeability of Concrete with a Large Amount of Mineral Admixtures 