Experimental and Simulation Study on Diffusion Behavior of Chloride Ion in Cracking Concrete and Reinforcement Corrosion

Table 1

Mixture proportions of the specimens.

Materials	Nominal proportions
Cement	433 kg/m^3
Water	195 kg/m^3
Fine aggregate	567 kg/m^3
Coarse aggregate	1205 kg/m^3
	0.45