Optimization in Construction Management Using Adaptive Opposition Slime Mould Algorithm

Table 8

LHS-based NSGA III and AOSMA result comparison for case 2.

Optimisation algorithm objectives solutions	Proposed model
	NSGA III				AOSMA
	PCT	PCC	PQI	PSR	PCT	PCC	PQI	PSR
1	100	169820	97.63	285	100	143065	75.27	274
2	145	100865	67.63	226	141	101865	60.04	221
3	104	168820	97.63	290	101	164770	84.46	287
4	144	138655	77.49	190	148	137655	68.13	195