Mathematical Problems in Engineering / 2019 / Article / Tab 4

Research Article

Response Analysis of Asphalt Pavement under Dynamic Loadings: Loading Equivalence

Table 4

Calculation parameters for asphaltic layers.

Asphaltic layersElastic modulus (MPa)Density (kg/m3)Poisson ratio

AK-13A120025000.25
AC-20C183525000.25
AC-20F180025000.25
Cement-stabilized gravel150024000.25
Lime-fly-ash gravel140020000.25
Lime soil55019300.35
Soil base4819000.40

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