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 | | Temperature | 160°C | 180°C | 200°C | 220°C | 240°C |
| A | −0.24772 ± 0.27814 | −1.0352 ± 1.05358 | −2.78019 ± 0.87009 | −3.73591 ± 5.3311 | 2.41475 ± 4.52155 | B1 | 0.13284 ± 0.02408 | 0.15342 ± 0.0584 | 0.21996 ± 0.04037 | 0.21701 ± 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 | R2 | 0.99331 | 0.88453 | 0.96963 | 0.62527 | 0.95613 |
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