Hi all,
I used 3D Move 2.1 to calculate and analysis Performance of a pavement section based on NCHRP 1-37A. Everything all was ok but the rutting of AC was very big (496.2mm!), AC top down cracking equal to zero and AC bottom up cracking: NaN
This is folders of it:[You must be registered and logged in to see this link.]
Help me please!
Many thanks!
I used 3D Move 2.1 to calculate and analysis Performance of a pavement section based on NCHRP 1-37A. Everything all was ok but the rutting of AC was very big (496.2mm!), AC top down cracking equal to zero and AC bottom up cracking: NaN
This is folders of it:[You must be registered and logged in to see this link.]
Help me please!
Many thanks!