Research Article
Sensitivity of Service Life Extension and CO2 Emission due to Repairs by Silane Treatment Applied on Concrete Structures under Time-Dependent Chloride Attack
Figure 5
Chloride content versus depth for original concrete of /cā=ā0.55 with SL1. (a) Years 1 to 4 (before silane treatment). (b) Year 5 to year 35 (with silane treatment).
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