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Table 6 Performance of concrete under a no climate change scenario.

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

No climate change

Design strength (MPa)

Real strength (MPa)

Slump (mm)

Carbonation depth (mm)

CO2 emissions from materials (kg/m3)

CO2 uptake (kg/m3)

Net

CO2 emissions (kg/m3)

CO2 uptake ratio

Mix1: design strength of 25 MPa

25.00

35.45

177.73

30.00

118.82

14.36

104.46

0.121

Mix2: design strength of 35 MPa

35.00

35.45

177.73

30.00

118.82

14.36

104.46

0.121

Mix3: design strength of 45 MPa

45.00

45.00

197.96

23.46

145.05

12.37

132.69

0.085

Mix4: design strength of 55 MPa

55.00

55.00

217.84

17.39

178.63

10.33

168.30

0.058