Abstract
A universal-type model, taking into account the various possible forms of deterioration rates during a pavement's life span, was introduced by the writer elsewhere. The subsequent deterioration curves for each cycle of the overlay placement were derived from the parameters of the original deterioration curve for any specific maintenance and rehabilitation (MR and (2) directly from the previous cycle, the subsequent parameters of the deterioration curve for any overlaid cycle.
Full Text
Published Version
Talk to us
Join us for a 30 min session where you can share your feedback and ask us any queries you have
Schedule a call