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

Cement-stabilized gravel150024000.25
Lime-fly-ash gravel140020000.25
Lime soil55019300.35
Soil base4819000.40

We are committed to sharing findings related to COVID-19 as quickly and safely as possible. Any author submitting a COVID-19 paper should notify us at to ensure their research is fast-tracked and made available on a preprint server as soon as possible. We will be providing unlimited waivers of publication charges for accepted articles related to COVID-19. Sign up here as a reviewer to help fast-track new submissions.