Effects of High Temperature and Cooling Pattern on the Chloride Permeability of Concrete

<div>Chloride permeability of concrete with fire-damage and recuring treatment (w/c = 0.5). (a) Chloride content curves. (b) Chloride diffusion coefficient.</div>

Advances in Civil Engineering

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Figure 8

Figure 8: Effects of High Temperature and Cooling Pattern on the Chloride Permeability of Concrete 