Research Article

Dynamic Properties and Fatigue Life of Stone Mastic Asphalt Mixtures Reinforced with Waste Tyre Rubber

Table 5

Regression equations for fatigue life due to the variation of stress along with regression parameters.

Stress ValuesEquation for 1 2

2000 N    0.4760.95
2500 N 1.0900.92
3000 N 0.8660.90