Jun 21, 2007 #1 muaban Civil/Environmental Joined Jun 21, 2007 Messages 1 Location CA Can someone explain to me why the value of So in 1993 AASHTO Guide flexible design equation is greater in flexible pavement (0.40 to 0.50) than in rigid pavement (0.35-0.40) Thanks
Can someone explain to me why the value of So in 1993 AASHTO Guide flexible design equation is greater in flexible pavement (0.40 to 0.50) than in rigid pavement (0.35-0.40) Thanks