Research Article

Evaluating the Fatigue Resistance of the Innovative Modified-Reinforced Composite Asphalt Mixture

Table 8

Fatigue equations’ parameters.

Asphalt specimenCoefficient Coefficient Correlation coefficient

Control0.6510.9621
NSM-HMA0.7510.9854
GR-HMA0.6900.9827
MRC-HMA0.7500.9800