Research Article

Swelling and Degradation Characteristics of Crumb Rubber Modified Asphalt during Processing

Table 3

The fitting value of Q value and E value at different time.

Equation
Time30 min45 min60 min75 min

A0.41709 ± 0.10752−0.47394 ± 1.76446−0.92246 ± 2.3433−0.05313 ± 1.94987
B10.0713 ± 0.007520.13537 ± 0.09050.13604 ± 0.096930.09845 ± 0.07659
B2−9.77807E − 4 ± 1.17461E − 4−0.00175 ± 0.00108−0.00151 ± 9.49146E − 4−0.0012 ± 7.16878E − 4
R20.985640.646990.720620.90059