Finite Element (FE) Modeling of Indirect Tension to Cylindrical (IT-CY) Specimen Test for Damping Asphalt Mixtures (DAMs)

Table 5

Parameters for characterizing the GMM.

Mixes	E0 (MPa)	E1 (MPa)	E2 (MPa)	E3 (MPa)	η1 (MPa∙s)	η2 (MPa∙s)	η3 (MPa∙s)
Mix ref (2°C)	80	41	11748	8330	5283.7	58.0	1400.4
Mix 1 (2°C)	88	7620	10200	80	6822	760	688.2
Mix 2 (2°C)	84	5403	9200	183	8623	1589	236
Mix ref (10°C)	76	3705	1589	639	2566	25	10208
Mix 1 (10°C)	76	122	5689	2547	15236	1563	263
Mix 2 (10°C)	82	3563	325	1569	4896	14635	2894