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

<div>Chloride ion profile of concrete mixed with fly ash. (a) Fly ash = 15%. (b) Fly ash = 30%. (c) Fly ash = 50%.</div>

Advances in Materials Science and Engineering

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Figure 7

Figure 7: Chloride Diffusion and Induced Reinforcement Corrosion in Concrete with Fly Ash and Ground-Granulated Blast-Furnace Slag Exposed to Marine Submerged Zone 

Figure 7 | Chloride Diffusion and Induced Reinforcement Corrosion in Concrete with Fly Ash and Ground-Granulated Blast-Furnace Slag Exposed to Marine Submerged Zone 