Performance evaluation of high modulus asphalt mixtures for long life asphalt pavements

Construction and Building Materials

Volumn 21, Issue 5, 2007, Pages 1079-1087

  Lee, Hyun Jong ^a   Lee, Jung Hun ^a   Park, Hee Mun ^b  

^a Sejong University   (South Korea)

^b Korea Institute of Civil Engineering and Building Technology   (South Korea)

Author keywords

Dynamic modulus; High modulus asphalt binder; High modulus asphalt mix; Long life asphalt pavement

Indexed keywords

FATIGUE TESTING; LOW TEMPERATURE EFFECTS; MIXTURES; MOISTURE DETERMINATION; STRAIN; TENSILE STRENGTH;

CONVENTIONAL BINDERS; DYNAMIC MODULUS; HIGH MODULUS ASPHALT BINDERS (HMAB); HIGH MODULUS ASPHALT MIXTURES;

ASPHALT PAVEMENTS;

EID: 33845482246     PISSN: 09500618     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.conbuildmat.2006.01.003     Document Type: Article

References (8)

1. Nunn ME, Brown A, Weston D, Nicholls JC. Design of long-life flexible pavements for heavy traffic, TRL Report 250, Transport Research Laboratory, Crowthorne, UK; 1997.
2. APA. Perpetual pavements - A synthesis, Asphalt Pavement Alliance Order No. APA 101, Lanham, MD; 2002.
3. Newcomb D.E., Buncher M., and Huddleston I.J. Concepts of perpetual pavements. Transportation Research Circular No. 503 (2001), TRB, National Research Council, Washington (DC) p. 1-44
4. Corté J.-F. Development and uses of hard grade asphalt and of high modulus asphalt mixes in France. Transportation Research Circular No. 503 (2001), TRB, National Research Council, Washington (DC) p. 12-30
5. Roberts F.L., Kandhal P.S., Brown E.R., Lee D.Y., and Kennedy T.W. Hot mix asphalt materials, mixture design, and construction (1996), NAPA Education Foundation, Lanham (MD) p. 307-10
6. Long Term Pavement Performance. Test method for determining the creep compliance, resilient modulus and strength of asphalt material using the indirect tensile test device, Version 1.1, LTPP Test Protocol, FHWA; 2001.
7. Monismith CL, Epps JA, Kasianchuk DA, McLean DB. Asphalt mixture behavior in repeated flexure. Report TE 70-5. Institute of Transportation and Traffic Engineering, University of California, Berkeley; 1970.
8. Carpenter S.H., Ghuzlan K.A., and Shen S. Fatigue endurance limits for highway and airport pavements. Transportation Research Record 1832 (2003), TRB, National Research Council, Washington (DC) 131-138