Table 1 The training section’s target values and model input’s statistical characteristics.
From: Evaluation of high performance concrete hardness properties using fuzzy logic based modeling
Variables | Category | Unit | Max | Min | Avg (Est.) |
|---|---|---|---|---|---|
C | Input | (kg/m³) | 576 | 70 | ~ 250 |
BFS | Input | (kg/m³) | 342.1 | 0 | ~ 130 |
FA | Input | (kg/m³) | 305 | 0 | ~ 80 |
W | Input | (kg/m³) | 263 | 105 | ~ 180 |
SP | Input | (kg/m³) | 23.7 | 0 | ~ 10 |
CA | Input | (kg/m³) | 1218 | 723 | ~ 950 |
S | Input | (kg/m³) | 973 | 510 | ~ 700 |
A | Input | (days) | 182 | 1 | ~ 35 |
CS | (MPa) | Output | 132 | 41 | 65 |
Slump | (mm) | Output | 259 | 89 | 212 |
