Chloride Ion Corrosion Pattern and Mathematical Model for C60 High-Strength Concrete after Freeze-Thawing Cycles

<div>Variation curve of diffusion coefficient ratio <i>D</i><sub><i>n</i></sub>/(D) 0 with respect to number of freeze-thaw cycles (<i>n</i>).</div>

Advances in Civil Engineering

Figure 5: Chloride Ion Corrosion Pattern and Mathematical Model for C60 High-Strength Concrete after Freeze-Thawing Cycles 