Research Article
Influence of the Mesoscopic Viscoelastic Contact Model on Characterizing the Rheological Behavior of Asphalt Concrete in the DEM Simulation
Table 2
Parameters of the numerical samples using the B-model.
| T (°C) | Direction | | | | | |
| −6 | Normal | 118.40 | 8.11 | 1.66 | 4.26 | 5.19 | Shear | 307.84 | 2.71 | 0.55 | 1.42 | 1.73 | 4 | Normal | 118.40 | 6.29 | 2.19 | 3.88 | 5.33 | Shear | 307.84 | 2.11 | 0.73 | 1.29 | 1.78 | 15 | Normal | 118.40 | 4.83 | 2.88 | 2.96 | 6.68 | Shear | 307.84 | 1.61 | 0.96 | 0.99 | 2.23 | 27 | Normal | 118.40 | 2.76 | 3.27 | 1.77 | 7.12 | Shear | 307.84 | 0.92 | 1.09 | 0.59 | 2.37 | 38 | Normal | 118.40 | 1.51 | 3.99 | 1.26 | 7.79 | Shear | 307.84 | 0.50 | 1.33 | 0.42 | 2.60 |
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