Table 1 Mix ratio and the materials consumption of ASC
From: Influence of Aeolian Sand on Capillary Water Absorption of Concrete Under Freeze–Thaw Conditions
Samples | Water (kg.m−3) | Cement (kg.m−3) | Fly ash (kg.m−3) | River sand (kg.m−3) | Aeolian sand (kg.m−3) | Stone (kg.m−3) | Air-entraining agent (kg.m−3) | Compressive strength (MPa) |
|---|---|---|---|---|---|---|---|---|
ASC0 | 190 | 338 | 84 | 572 | – | 1215 | 0.025 | 41.82 |
ASC10 | 190 | 338 | 84 | 514.8 | 57.2 | 1215 | 0.025 | 42.24 |
ASC20 | 190 | 338 | 84 | 457.6 | 114.4 | 1215 | 0.025 | 43.84 |
ASC30 | 190 | 338 | 84 | 400.4 | 171.6 | 1215 | 0.025 | 44.58 |
ASC40 | 190 | 338 | 84 | 343.2 | 228.8 | 1215 | 0.025 | 40.23 |
ASC50 | 190 | 338 | 84 | 286 | 286 | 1215 | 0.025 | 39.05 |
ASC100 | 190 | 338 | 84 | 0 | 572 | 1215 | 0.025 | 38.03 |