Studies on Pumice Lightweight Aggregate Concrete with Quarry Dust Using Mathematical Modeling Aid of ACO Techniques

Table 5

Comparison of actual and predicted results for various parameters.

Number of data	Parameter/test	Curing period	Variation	High-level variation mix
M1 to M8	Compressive strength	7 days	2	M5
		28 days	2.5
M1 to M8	Split tensile strength	7 days	1.7	M5
		28 days	1.8
M1 to M8	Flexural strength	28 days	2.2	M5