Research Article
Influence of Recycled Glass on Strength Development of Alkali-Activated High-Calcium Fly Ash Mortar
Table 4
LCA analysis of AAFA mortar incorporating RG from this article.
| L/B ratios | Mix symbol | FA (kg) | CO2-e/m3from FA | RS (kg) | CO2-e/m3from RS | RG (kg) | CO2-e/m3from RG | SH (kg) | CO2-e/m3from SH | SS (kg) | CO2-e/m3from SS | Total CO2-e/m3 |
| 0.60 | FA-0RG | 862.0 | 0.0060 | 862.0 | 0.0120 | — | 0.0000 | 172.4 | 0.0362 | 344.8 | 0.2245 | 0.27869 | FA-25RG | 859.0 | 0.0060 | 644.3 | 0.0090 | 343.6 | 0.0069 | 171.8 | 0.0361 | 343.6 | 0.2237 | 0.28161 | FA-50RG | 856.0 | 0.0060 | 428.0 | 0.0059 | 428.0 | 0.0086 | 171.2 | 0.0360 | 342.4 | 0.2229 | 0.27936 | FA-75RG | 853.0 | 0.0060 | 213.3 | 0.0030 | 639.8 | 0.0128 | 170.6 | 0.0358 | 341.2 | 0.2221 | 0.27969 | FA-100RG | 850.0 | 0.0060 | — | — | 850.0 | 0.0170 | 170.0 | 0.0357 | 340.0 | 0.2213 | 0.28000 |
| 0.70 | FA-0RG | 815.0 | 0.0057 | 815.0 | 0.0113 | — | 0.0000 | 190.2 | 0.0399 | 380.3 | 0.2476 | 0.30456 | FA-25RG | 813.0 | 0.0057 | 609.8 | 0.0085 | 203.3 | 0.0041 | 189.7 | 0.0398 | 379.4 | 0.2470 | 0.30507 | FA-50RG | 810.0 | 0.0057 | 405.0 | 0.0056 | 405.0 | 0.0081 | 189.0 | 0.0397 | 378.0 | 0.2461 | 0.30518 | FA-75RG | 807.0 | 0.0056 | 201.8 | 0.0028 | 605.3 | 0.0121 | 188.3 | 0.0395 | 376.6 | 0.2452 | 0.30528 | FA-100RG | 804.0 | 0.0056 | — | — | 804.0 | 0.0161 | 187.6 | 0.0394 | 375.2 | 0.2443 | 0.30537 |
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