1Standard Specifications for Road and Bridge Construction.Subarticle 300-2.3,Florida Department of Transportation,Tallahassee,FL.,2000. 被引量:1
2Uzan,J.,M.Livneh,Y.Eshed.Investigation of Adhesion Properties Between Asphaltic Concrete Layers.Asphalt Paving Technology,Vol.47,Proceedings of Association of Asphalt Paving Technologists,Technical Sessions,February 1978,pp.495-521. 被引量:1
3Hachiya,Y.,K.Sato.Effect of Tack Coat on Bonding Characteristics at Interface Between Asphalt Concrete Layers.Eighth International Conference on Asphalt Pavements Proceedings,Vol.1,1997,pp.349-362. 被引量:1
4Standard Specifications for Road and Bridge Construction.Subarticle 330-4.2.1,Florida Department of Transportation,Tallahassee,FL.,2000. 被引量:1
5Method of Test for Determining the Shearing Strength of Bonded Concrete.Test Method No.IOWA 406-B,Iowa Department of Transportation Highway Division,Office of Materials,Ames,Iowa. 被引量:1
6Mohammad,L.N.,M.A.Raqib,B.Huang.Influence of Asphalt Tack Coat Materials on the Interface Shear Strength.Louisiana Transportation Research Center,Baton Rouge,LA,2002. 被引量:1
7Maawira,D.,D.J.Damude.Revisiting the Effectiveness of Tack Coats in HMA Overlays:The Shear Strength of Tack Coats in Young Overlays.Proceedings of 14th Annual Conference,Canadian Technical Asphalt Association Proceedings,1999,pp.116-129. 被引量:1
8Standard Practice for Dealing With Outlying Observations.ASTM E 178-94,September 1994. 被引量:1