Figure 3. Pavement responses according to model dimensions: a) vertical strain above the wearing course b) deflection at the top of the wearing course

From

Modelling of Flexible Pavements by the Finite Element Method: Application to the Calculation of the Rutting

Babacar Diouf, Makhaly Ba, Mory Coulibaly

American Journal of Materials Science and Engineering. 2024, 12(2), 35-42 doi:10.12691/ajmse-12-2-3