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

<div>Cloud plots of initial porosity distribution of concrete after freeze-thawing. (a) (<i>n</i>) = 0. (b) (<i>n</i>) = 3. (c) (<i>n</i>) = 60. (d) (<i>n</i>) = 90.</div>

Advances in Civil Engineering

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Figure 7

Figure 7: Chloride Ion Corrosion Pattern and Mathematical Model for C60 High-Strength Concrete after Freeze-Thawing Cycles 