Size Effects of Finite Element Model for Three-Dimensional Microstructural Modeling of Asphalt Mixture

Table 2

Prony series constants computed for the shear modulus.

i	ρi (s)	The standardized parameters	The normalized parameters
		Gi (kPa)
1	0.0001	1927.8	0.15398
2	0.001	2918.2	0.23308
3	0.01	3555.1	0.28395
4	0.1	2834.0	0.22636
5	1	1072.2	0.08564
6	10	189.4	0.01513
7	100	19.4	0.00155
8	1000	3.4	0.00027
		Ge = 12519.5