Skip to main content
International Journal of Concrete Structures and Materials

Table 4 Summary of exposure conditions.

From: Optimal Mixture Design of Low-CO2 High-Volume Slag Concrete Considering Climate Change and CO2 Uptake

 

Designed compressive strength (MPa)

Cover depth (mm)

Average temperature (°C)

Relative humidity

Temperate climate

25

30

15

0.7

Back to article page