Table 14 Environmental evaluation of all mixes.
Mix. No | E·CO2 (kg-CO2-eq/m3) | CI (kg CO2/m3 ·MPa)) | |||||
|---|---|---|---|---|---|---|---|
Compressive strength (MPa) | CI-compressive strength | Splitting tensile strength (MPa) | CI-splitting tensile strength | Flexural strength (MPa) | CI-flexural strength | ||
R15C0 | 437.72 | 71.9 | 6.09 | 4.2 | 104.22 | 8 | 54.72 |
R15C10 | 452.66 | 77.7 | 5.83 | 5.2 | 87.05 | 9.4 | 48.15 |
R15C15 | 459.98 | 59.6 | 7.72 | 3.6 | 127.77 | 9.2 | 50.00 |
R15C20 | 467.31 | 59.2 | 7.89 | 3.6 | 129.81 | 7.8 | 59.91 |
