Research Article
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 | 100 | 0.0034 | 0.0108 | 32.6392 | 20.2222 | 6 | 101 | 0.0034 | 0.0108 | 28.9523 | 2.6625 | 7 | 102 | 0.0034 | 0.0108 | 73.8451 | 29.5453 | 8 | 103 | 0.0034 | 0.0108 | 307.0718 | 91.7736 | | | | | | |
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