Chloride Diffusion and Induced Reinforcement Corrosion in Concrete with Fly Ash and Ground-Granulated Blast-Furnace Slag Exposed to Marine Submerged Zone

Table 3

Significant impact factors on concrete service life prediction.

Parameters	x (mm)	(mm)	(%)	(mm)	(10^−12m^2/s)	R
OPC	60–90	14	2.2	5.05	0.59	0.023	1.06	1.4	2.35
HPC	60–90	14	2.2	4.02	0.37	0.01	1.06	1.4	2.35
F30	60–90	14	2.2	3.38	0.69	0.106	1.06	1.4	2.35
K30	60–90	14	2.2	4.07	0.27	0.21	1.06	1.4	2.35