Use of FWD Data for Prediction of Bonding Between Pavement Layers

References

• Al Hakim , B. ( 1997 ) An improved backcalculation method to predict flexible pavement layer moduli and bonding condition between wearing course and base course . PhD Thesis , Liverpool John Moores University , England .
   Google Scholar
• Al Hakim , B. Nageim , H. Pountney , D. and Lesley L. ( 1997 ) The development of an improved pavement backcalculation . Proc. of the International Conference on Rehabilitation and Development of Civil Engineering Infrastructure Systems , American University of Beirut , Lebanon ,
   Google Scholar
• Brown , S.F. Tam , W.S. and Brunton , J.M. ( 1987 ) Structural evaluation and overlay design: analysis and implementation . Proc. of the 6th int. Conf. on the Struct. Design of Asphalt Pavements , Vol. 1 , Ann Arbor , pp. 1013 – 1028 .
   Google Scholar
• Chan , F and Armitage , R ( 1997 ) Evaluation of flexible pavement in the Middle East . Proc. of the 8^th. Conference on Asphalt pavements , Vol. 1 . Seattle , pp. 459 – 469 .
   Google Scholar
• Cooper , K.E. and Brown , S.F. ( 1989 ) Development of a simple apparatus for the measurement of the mechanical properties of asphalt mixes . Proc. Eurobitume Svmp. Madrid , pp. 494 – 498 .
   Google Scholar
• Department of Transport ( 1994 ) Pavement design and maintenance. Design Manual for Roads and Brigdes , Vol. 7 , Sec.3, Part 2, HD 29/94 .
   Google Scholar
• Gerritsen , A.H. Van Gurp , C.A.P.M. Van der Heide , J.P.J. Molenaar , A.A.A. and Pronk , A.C. ( 1987 ) Prediction and prevention of surface cracking in asphaltic pavements . Proc.of the 6th Int. Conf. on the Struct. Design of Asphalt Pavements , Vol. I , Ann Arbor , pp. 378 – 391 .
   Google Scholar
• Goodman , R. E. Taylor , R. L. and Brekke , T. L. ( 1968 ) A model for the mechanics of jointed rocks. J. of Soil Mechanics and Foundation Division , ASCE , Vol. 94 , No. SM3 , pp 637 – 659 .
   Google Scholar
• Hossain , M and Scofield , L. ( 1992 ) Correlation between backcalculated and laboratory-determined asphalt concrete moduli . Transportation Research Board , Record 1377 , Washington DC . pp. 67 – 76 .
   Google Scholar
• Klein , E. Maree , J.H. and Savage , P.E. ( 1982 ) The application of the pavement DCP to determine the in situ bearing properties of road pavement layers and subgrades in South Africa . Proc. 2^nd European Symposium on Penetrometer Testing , Amsterdam .
   Google Scholar
• Lepert , P.H. Poilane , J.P. and Bats-Villard , M. ( 1992 ) Evaluation of various field measurements techniques for the assessment of pavement interface condition . Proc. of the 7^th Int.Conference on Asphalt Pavements , Vol. 3 . Nottingham , pp. 224 – 237 .
   Google Scholar
• Nunn , M. ( 1997 ) Long-life flexible roads . Proc. of the 8^th int. Conference on Asphalt pavements , Vol. 1 , Seattle , pp. 3 – 16 .
   Google Scholar
• Thorm , N. Elliot , R. and Cheung , L. ( 1997 ) Comparisons between laboratory and insitu determined asphalt concrete moduli . Proc. of the 8^th Int. Conference on Asphalt pavements , Vol. 2 , Seattle , pp. 1433 – 1440 .
   Google Scholar
• Tschegg , E.K. Kroyer , G. Tan , D.M. Stanzl-Tscegg , S.E. and Litzka , J. ( 1995 ) Investigation of bonding between asphalt layers on road construction . J. Transp. Engrg. ASCE , 121 ( 4 ), pp. 309 – 316 .
   Google Scholar
• Uzan , J. Livneh , M. and Eshed , Y. ( 1978 ) Investigation of adhesion properties between asphalt concrete layers . Proc.AAPT , Vol. 47 , pp. 495 – 521 .
   Google Scholar