Research Article
Modeling of the Complex Modulus of Asphalt Mastic with Biochar Filler Based on the Homogenization and Random Aggregate Distribution Methods
Table 3
Parameters of the WLF formula and CA model for asphalt binder and mastics.
| | Parameters | Unit | Asphalt binder | Mastic (0%) | Mastic (40%) | Mastic (80%) | Mastic (100%) |
| WLF formula | | — | 13.56 | 15.144 | 15.70 | 15.23 | 16.27 | | — | 132.24 | 144.334 | 148.91 | 149.26 | 157.23 | CA model | | — | 1.18 | 1.116 | 1.16 | 1.04 | 1.10 | | Pa | 3.50E + 08 | 5.20E + 08 | 1.20E + 09 | 1.00E + 09 | 1.20E + 09 | | rad/s | 977 | 985 | 7.42E + 02 | 6.28E + 02 | 5.38E + 02 | R2 | | — | 0.999 | 0.999 | 0.999 | 0.999 | 0.998 | | — | 0.995 | 0.998 | 0.998 | 0.998 | 0.997 |
|
|