Research Article
Influence of the Mesoscopic Viscoelastic Contact Model on Characterizing the Rheological Behavior of Asphalt Concrete in the DEM Simulation
Table 3
Parameters of the numerical samples using the M-model.
| T (°C) | Direction | | | | | | | | | | | |
| −6 | Normal | 118.40 | 7.81 | 0.02 | 7.05 | 1.22 | 7.10 | 11.10 | 7.60 | 0.16 | 0.94 | 5.81 | Shear | 307.84 | 2.79 | 0.01 | 2.16 | 0.41 | 2.54 | 3.70 | 2.71 | 0.05 | 0.34 | 1.93 | 4 | Normal | 118.40 | 4.56 | 0.02 | 3.31 | 2.10 | 3.17 | 1.26 | 6.16 | 0.08 | 0.62 | 1.66 | Shear | 307.84 | 1.53 | 0.01 | 1.17 | 0.67 | 1.24 | 0.55 | 1.89 | 0.03 | 0.18 | 0.51 | 15 | Normal | 118.40 | 3.11 | 0.77 | 3.40 | 2.41 | 3.61 | 1.96 | 5.51 | 0.09 | 0.52 | 1.85 | Shear | 307.84 | 1.04 | 0.26 | 1.13 | 0.80 | 1.21 | 0.65 | 1.84 | 0.03 | 0.18 | 0.62 | 27 | Normal | 118.40 | 1.96 | 1.11 | 5.57 | 0.98 | 4.88 | 9.64 | 4.78 | 0.14 | 0.65 | 7.21 | Shear | 307.84 | 0.65 | 0.37 | 1.86 | 0.33 | 1.63 | 3.22 | 1.60 | 0.05 | 0.22 | 2.40 | 38 | Normal | 118.40 | 0.67 | 2.31 | 1.62 | 6.08 | 2.66 | 9.20 | 0.55 | 9.26 | 1.12 | 8.07 | Shear | 307.84 | 0.22 | 0.77 | 0.54 | 2.03 | 0.89 | 3.07 | 0.18 | 3.09 | 0.37 | 4.36 |
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