Interlayer Working Conditions Classification and Treatment Measures of Airport Asphalt Pavement Overlay

Table 5

Optimal weight determined by AHP-entropy method.

Working condition	Weight of AHP method (subjective weight)	Weights of entropy method (objective weight)	Combination weight of AHP-entropy method (optimizing weight)
Overlay thickness	0.2376	0.2571	0.2501
Resilience modulus of overlay	0.0594	0.0756	0.0184
Horizontal force coefficient	0.1079	0.2291	0.1012
Load	0.4317	0.3070	0.5426
Temperature	0.1634	0.1311	0.0877