Research Article
Studies on Pumice Lightweight Aggregate Concrete with Quarry Dust Using Mathematical Modeling Aid of ACO Techniques
Table 6
Variation on actual and predicted values of deflection in flexural strength test.
| Load | Number of data | Variation: actual versus predicted |
| 10 | M1 to M8 | 0 to 1 | 20 | M1 to M8 | 0.7 to 0.9 | 30 | M1 to M8 | 0 to 4 | 40 | M1 to M8 | 0 to 10 | 50 | M1 to M8 | 0 to 10 | 60 | M1 to M8 | 0 to 10 | 70 | M1 to M8 | 0 to 10 | 80 | M1 to M8 | 0 to 10 | 90 | M1 to M8 | ā20 to 20 |
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