The arbitrary Lagrange Eulerian (ALE) framework is shown to be well suited to model pavement structures under moving loads with high accuracy and efficiently, since the mesh is restricted to a small region. One downside of the current state is that damage cannot be represented in this approach in a regularized manner. Therefore, an extension of the current ALE framework for pavements is proposed by the modified Helmholtz equation in conjunction with homogeneous Neumann boundary conditions to enable a modeling of regularized damage in this simulation framework.