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	−20 to 20