Hello
I used 3D-Move to evaluate the asymmetrical deflection basin expected from a dynamic moving load on a visco-elastic HMA pavement structure. However, the results from 3D-move show a symmetrical deflection basin. I like to know if the effect of load wave and viscous rebound are included in the software.
I used different load speeds of 5mph and 60mph.
Thanks
I used 3D-Move to evaluate the asymmetrical deflection basin expected from a dynamic moving load on a visco-elastic HMA pavement structure. However, the results from 3D-move show a symmetrical deflection basin. I like to know if the effect of load wave and viscous rebound are included in the software.
I used different load speeds of 5mph and 60mph.
Thanks