Evaluation of sulfate resistance of calcined dolomite 1 activated ground granulated blastfurnace slag 2
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Probabilistic Modelling of Marine Bridge Deterioration
Chloride induced corrosion of steel reinforcement is the main cause of deterioration of reinforced concrete marine structures. This paper investigates the relative performance of alternative repair options with respect to the deterioration of reinforced concrete bridge elements in marine environments. Focus is placed on the initiation phase of reinforcement corrosion. A laboratory study is desc...
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