Abstract
In the current design method of asphalt pavement in freight container yard, a theoretical design method based on multilayered elastic analysis is applied. However, in a design of railroad-crossing existing in the yard, heavy wheel loads of forklift and viscosity of asphalt pavement is not considered. In this study, the method of identifying the stiffness coefficient of asphalt pavement with consideration on its viscoelasticity under the heavy loading, and the design of the railroad crossing corresponding to the heavy loading of the forklift are shown. The method of the new design of railroad-crossing by FEM using the stiffness coefficient set in consideration of viscoelasticity of the asphalt pavement and track structure corres ponding to traffic volume are shown.
