Moisture Damage Modeling in Lime and Chemically Modified Asphalt at Nanolevel Using Ensemble Computational Intelligence

Table 1

Adhesion/cohesion force summary for varying lime and chemical binders in asphalts.

Parameter	Dry samples	Wet samples
	Nano-Newton	Nano-Newton
Maximum	444.37	679.17
Minimum	31.02	115.27
Average	237.47	355.35
Standard deviation	116.24	130.82
Kurtosis	−1.09	−0.80
Skewness	−0.33	0.52