1、Road Engineering 44null Y S / WesternChinaCommunicationsScience(2) I n . ? Y ;(3) I n y a y a ! !y Y b2null3null a a. ? a nullcH , i bb nullc 9 (2) d L Q ;(3) L Q ;(4) d L Q bZ E 10 :(1)m V E ;(2)B s E ;(3) ? E ( E );(4) o E ;(5)L . E ;(6) * E ;(7)“ dM Y Q s E ;(8) E ;(9)1 H K E ;(10) E | E bL = , Q
2、 B d d L K 5 , r K E ) Z E s K F ,P FWD L 9 W r K D E b 7 ,d L K 5 i S l # B 5 ,Q T s Y , “ _ 3 , ? _ b I D1 Federal Highway Administration, Evaluation On RigidPavement OnrigidOverlay DesignProcedures R, Renullport No:FHWA/RD- 83/ 090.2b null , .1 b _ Z E 8 J. i Y , 2006,25(4).3 , y r , 3 . C P r /
3、J. ,1997,(5).4 JTGD40null2002, C r ! 9 ? S S.5 JTJ073.1null2001, C r ! ? S S.6 Wu.s- s,Concrete Stabilizedby Subtending: A Performnullance Report, Transportation Research Record R.TransportationResearchBoardNo. 1307,1991. 7 A I. Asphalt Overlays for Highway andStreet Rehabilitanulltion( Manual Serie
4、s No117) M. Asphalt Institute,USA1983.1. 8 M. 1. Darteret al. Joint RepairMethodsfor Portlandcenullment concrete Pavement R. National CooperativeHighway ResearchProgramReport 281,1985. 9 M. Y. Shahin, Useof the Falling Weight Deflectometer forthe Nonnulldestructive Deflection Testing of Jointed ConnullcreteAirfieldPavement Overlay J . 3rd. InternationalConference,1985. 10 n c , R . C r b # _ Z EJ. 2 ,2007, 32(3). 11 , . _ / M. : Y , 2003. 12u . C r / b ! 9 ) / M.W : (1977 ), 3 , i v E , 1 V Y ! 9 a T b