Mathematical Problems in Engineering / 2019 / Article / Tab 1

Research Article

Response Analysis of Asphalt Pavement under Dynamic Loadings: Loading Equivalence

Table 1

Elasticity parameters of the asphalt mixture.

Asphaltic layersTemperature (°C)Elastic modulus (MPa)Poisson ratio

SMA-13208700.25
306200.30
405540.35
505300.40
605260.45
Sup20209100.25
307520.30
406000.35
504400.40
603800.45
Sup252010310.25
309000.30
407100.35
505000.40
603900.45

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