Research Article

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

Table 6

Regression equations for fatigue life due to the variation of CRM content at OBC along with regression parameters.

CRM %Fatigue equations 1 2

0    1.3450.96
6    1.8980.92
12    1.2120.90
16    1.6760.92
20    1.8880.94