Repair of concrete structures in marine environment: optimization of concrete removing and cover
Résumé
The first part of this paper presents a sensitivity analysis of a comprehensive chloride ingress model. The
sensitivity study is used to identify the more influencing environmental and model parameters. In a
second part, the model of chloride ingress is adapted to model maintenance by cover rebuilding. This
model allows us to study the effect of three parameters: quality of the repair material, repair depth and
repair interval. From this study, it is concluded that there are optimum values that minimize both material
costs and environmental impact.
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