Table 9.
Concrete Mix | Position of Sample in the Column | Density (kg/m3) | Average Compressive Strength (MPa) | Depth of Water Penetration (mm) | |
---|---|---|---|---|---|
Parallel to Direction of Concreting | Perpendicular to Direction of Concreting | ||||
S1B0 | Top | 2482 | 63.5 | 40 | 50 |
Bottom | 2468 | ||||
S1B1 | Top | 3595 | 58.2 | 60 | 55 |
Bottom | 3570 | ||||
S1B3 | Top | 3221 | 63.8 | 105 | 65 |
Bottom | 3207 | ||||
S1B4 | Top | 2764 | 55.6 | Water penetrated through the sample | |
Bottom | 2762 | ||||
S3B0 | Top | 2417 | 71.5 | 80 | 25 |
Bottom | 2467 | ||||
S3B1 | Top | 3582 | 75.4 | 60 | 45 |
Bottom | 3536 | ||||
S3B2m | Top | 2263 | 61.4 | 35 | 20 |
Bottom | 2287 |