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- W653441208 abstract "In recent years, much research work has been carried out on the durability and long-term performance of concrete structures in marine environments. In particular, much work has been carried out in order to obtain better control of chloride penetration and corrosion of embedded steel, which represents the greatest threat to the safety and economy of concrete marine structures. Corrosion of reinforcement is the major cause of the deterioration of concrete structures exposed to chloride in the Persian Gulf region and is affected by many factors. Silica fume and water to binder ratio would be considered as the most significant factors that influence the chloride diffusion into concrete. In this paper, values of diffusion coefficient, which were determined for several mixture proportions of concrete exposed to seawater in the Persian Gulf for three months, have been investigated. Finally, the effect of these silica fume contents and water-binder ratios were investigated and the optimum silica fume percentage for concrete structure in Persian Gulf region was proposed." @default.
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- W653441208 date "2005-01-01" @default.
- W653441208 modified "2023-09-24" @default.
- W653441208 title "Effect of Silica Fume and Water to Binder Ratio on the Diffusion of Chloride Ion into Concrete in Persian Gulf Region" @default.
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