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

Figure 5

Chloride content curves of concrete after various high temperature and cooling patterns. (a) w/c = 0.4, air cooling. (b) w/c = 0.4, water cooling. (c) w/c = 0.5, air cooling. (d) w/c = 0.5, water cooling.

(a)

(b)

(c)

(d)