Mathematical Problems in Engineering / 2019 / Article / Tab 2

Research Article

Response Analysis of Asphalt Pavement under Dynamic Loadings: Loading Equivalence

Table 2

Elasticity parameters of materials.

MaterialsElastic modulus (MPa)Poisson ratioDensity (kg/m3)

Asphalt mixtureSee Table 1See Table 12300
Cement stabilized gravel12000.202200
Lime soil3000.302100
Soil base450.401800

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