Influence of the Mesoscopic Viscoelastic Contact Model on Characterizing the Rheological Behavior of Asphalt Concrete in the DEM Simulation

Table 4

Parameters of the numerical samples using the K-model.

T (°C)	Direction
−6	Normal	118.40	8.79	1.46	6.61	2.32	2.11	2.61	1.61	3.51	3.00	3.00
	Shear	307.84	2.93	0.48	2.21	0.77	0.71	0.87	0.55	1.17	1.00	1.00
4	Normal	118.40	6.61	1.99	4.51	3.11	1.40	2.62	4.38	3.05	6.66	1.12
	Shear	307.84	2.21	0.66	1.50	1.04	0.47	0.87	1.46	1.01	2.22	0.37
15	Normal	118.40	4.97	2.67	3.66	3.59	3.50	6.11	3.19	1.82	1.82	5.11
	Shear	307.84	1.66	0.89	1.22	1.19	1.17	2.04	1.06	0.61	0.61	1.71
27	Normal	118.40	2.79	3.18	3.07	4.60	2.03	5.91	2.46	6.16	3.89	4.60
	Shear	307.84	0.93	1.06	1.02	1.53	0.68	1.97	0.82	2.06	1.30	1.53
38	Normal	118.40	1.51	3.82	2.62	3.96	3.86	5.46	2.67	5.68	3.56	4.13
	Shear	307.84	0.50	1.27	0.87	1.32	1.29	1.82	0.89	1.89	1.19	1.38