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Chloride penetration in concrete: evaluation of rapid conductivity methods and development of a service life prediction model for marine conditions
Chloride-induced corrosion is the predominant cause of loss of service life in reinforced concrete structures subjected to marine conditions. To protect reinforcing steel from the corrosive effects of external chloride ions present in these environments, a proper combination of concrete quality and...
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| Format: | Thesis |
| Language: | English English |
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Department of Civil Engineering
2026
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