An Image-Based Finite Element Approach for Simulating Viscoelastic Response of Asphalt Mixture

Table 1

Prony series coefficients of creep compliance and relaxation modulus for asphalt mastic.

	/s	/MPa^−1	/MPa^−1	/MPa	/MPa
1	10^−4	0.2396	11.5076	1.1876	0.0212
2	10^−3	0.0476	2.1289	8.2732	0.2124
3	10^−2	0.0423	0.2913	7.1921	0.8938
4	10^−1	0.0111	0.0359	39.3043	10.3226
5	10^0	0.0034	0.0108	32.6392	20.2222
6	10^1	0.0034	0.0108	28.9523	2.6625
7	10^2	0.0034	0.0108	73.8451	29.5453
8	10^3	0.0034	0.0108	307.0718	91.7736