Project 1-37A,Guide for mechanistic-empirical design of new and rehabilitated pavement structures[S].
[2]
Prozzi J A,Hong F.Traffic characterization for a mechanistic empirical pavement design[R].Austin:Texas Department of Transportation,2007.
[3]
Von Quintus H,Killingsworth B.Analysis relating to pavement material characterizations and their effects of pavement performance[R].Washington DC:Transportation Research Board,1998.
[4]
Zhou H.Comparison of backcalculated and laboratory measured moduli on AC and granular base layer materials[C]//Tayobji S D,Lukanen E O.Nondestructive testing on pavement and backcalculation of moduli:Third Volume.Pennsylvania:American Society for Testing and Materials,2000:161-172.
[5]
Mahoney J P,Lee S W,Newcomb D E.Mechanistic-based overlay design procedure for Washington state flexible pavements[R].Washington DC:Washington state Transportation Center,1989.
[6]
Gedafa D S,Hossain M,Romanoschi S A.Field verification of superpave dynamic modulus[C]//Transportation Research Board.Transportation Research Board 87th Annual Meeting.Washington DC:TRB,2008:2321-2340.
[7]
Derek Y,Donath M.Comparison between laboratory investigation and non-destructive testing methods for mechanistic characterization of asphalt pavement[C]//Transportation Research Board.Transportation Research Board 87th Annual Meeting.Washington DC:TRB,2008:2621-2634.
[8]
AASHTO TP 62-03-2002,Standard method of test for determining dynamic modulus of hot- mix asphalt concrete mixtures[S].
