Research Article

Pavement Analysis and Design by Multiphysics Reconstructing Algorithm for the Virtual Asphalt Mixture Based on the Discrete-Element Method

Table 6

Microparameters of selected constitutive models for particles and walls.

ā€‰Normal stiffness, (N/m)Shear stiffness, (N/m)Friction coefficient

4.752.2e61.5e60.6
9.52.5e62.5e60.55
13.21.2e61.2e60.5
161.8e61.8e60.4
Wall1e101e100.35