Research Article

Swelling and Degradation Characteristics of Crumb Rubber Modified Asphalt during Processing

Table 4

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

Equation
Temperature160°C180°C200°C220°C240°C

A−0.24772 ± 0.27814−1.0352 ± 1.05358−2.78019 ± 0.87009−3.73591 ± 5.33112.41475 ± 4.52155
B10.13284 ± 0.024080.15342 ± 0.05840.21996 ± 0.040370.21701 ± 0.20182−0.00781 ± 0.15374
B2−0.00201 ± 4.75419E − 4−0.00187 ± 7.37085E − 4−0.00246 ± 4.42059E − 4−0.00206 ± 0.00184−2.07267E − 4 ± 0.00128
R20.993310.884530.969630.625270.95613