Sensitivity of Service Life Extension and CO<sub>2</sub> Emission due to Repairs by Silane Treatment Applied on Concrete Structures under Time-Dependent Chloride Attack

<div>Chloride content versus depth for concrete without and with SL1 at year 42.</div>

Advances in Materials Science and Engineering

fig6

Figure 6

Figure 6: Sensitivity of Service Life Extension and CO<sub>2</sub> Emission due to Repairs by Silane Treatment Applied on Concrete Structures under Time-Dependent Chloride Attack 

Figure 6 | Sensitivity of Service Life Extension and CO2 Emission due to Repairs by Silane Treatment Applied on Concrete Structures under Time-Dependent Chloride Attack 