Group | Mix ratio parameter | Quality of raw materials per square concrete (kg/m3) | ||||||||
W/B | Sp% | FA% | PCA% | W | C | FA | S | G | PCA-1 | |
JZ | 0.33 | 38 | 15 | 0.85 | 156 | 402 | 71 | 691 | 1128 | 4.02 |
WB30 | 0.30 | 38 | 15 | 1.0 | 153 | 433 | 77 | 678 | 1106 | 5.10 |
WB36 | 0.36 | 38 | 15 | 0.60 | 159 | 374 | 66 | 703 | 1147 | 2.64 |
Sp35 | 0.33 | 35 | 15 | 1.1 | 156 | 402 | 71 | 637 | 1182 | 5.20 |
Sp41 | 0.33 | 41 | 15 | 0.9 | 156 | 402 | 71 | 746 | 1073 | 4.26 |
W141 | 0.33 | 38 | 15 | 1.1 | 141 | 362 | 64 | 715 | 1167 | 4.69 |
W171 | 0.33 | 38 | 15 | 0.7 | 171 | 439 | 78 | 670 | 1093 | 3.62 |
JP | 0.33 | 38 | 15 | 0.8 | 156 | 402 | 71 | 691 | 1128 | 3.78 |
GY | 0.33 | 38 | 15 | 0.6 | 156 | 402 | 71 | 691 | 1128 | 2.84 |
MJ | 0.33 | 38 | 15 | 1.0 | 156 | 402 | 71 | 691 | 1128 | 4.73 |