Simple performance test for fatigue cracking and validation with WesTrack mixtures

Transportation Research Record

Volumn , Issue 1789, 2002, Pages 66-72

  Wen, Haifang ^a   Kim, Y Richard ^b  

^a Bloom Companies LLC   (United States)

^b North Carolina State University   (United States)

Author keywords

[No Author keywords available]

Indexed keywords

CRACK INITIATION; CREEP; DEFORMATION; FATIGUE TESTING; FINITE ELEMENT METHOD; PERFORMANCE; POISSON RATIO; STRAIN MEASUREMENT; TENSILE STRESS; TENSILE TESTING; VISCOELASTICITY;

DIGITAL IMAGE CORRELATION METHOD; FATIGUE CRACKING; INDIRECT TENSILE TESTING; PERFORMANCE TEST; VISCOELASTIC ANALYSIS;

ASPHALT;

EID: 0036928124     PISSN: 03611981     EISSN: None     Source Type: Journal    
DOI: 10.3141/1789-07     Document Type: Article

References (11)

1. Hand, A. Relationship Between Laboratory-Measured HMA Material and Mixture Properties and Pavement Performance at WestTrack. Ph.D. dissertation, University of Nevada, Reno, 1998.
2. Witczak, M. W., K. Kaloush, T. Pellinen, M. El-Basyouny, and H. Von Quintus, NCHRP Report 465: Simple Performance Test for Superpave Mix Design. TRB, National Research Council, Washington, D.C., 2002.
3. Roque, R., and W. G. Buttlar. The Development of a Measurement and Analysis System to Accurately Determine Asphalt Concrete Properties Using the Indirect Tensile Mode. Journal of the Association of Asphalt Paving Technologists, Vol. 61, 1992, pp. 304-333.
4. Hondros, G. Evaluation of Poisson's Ratio and the Modulus of Materials of a Low Tensile Resistance by the Brazilian (Indirect Tensile) Test with Particular Reference to Concrete. Australian Journal of Applied Science, Vol. 10, No. 3, 1959, pp. 243-268.
5. WesTrack Team. WesTrack Final Report Part III-Project Overview, Draft report submitted to FHWA, 2000.
6. WesTrack Team. WesTrack Final Report Part IV-Observations and Lessons. Draft report submitted to FHWA, 2000.
7. WesTrack Database. Beta Version CD. FHWA, U.S. Department of Transportation, 2000.
8. Barksdale, R. D., J. Alba, N. P. Khosla, R. Kim, P. C. Lambe, and M. S. Rahman. NCHRP Web Document 14: Laboratory Determination of Resilient Modulus for Flexible Pavement Design. TRB, National Research Council, Washington, D.C., 1997.
9. Kim, Y. R., J. S. Daniel, and H. Wen, Fatigue Performance Evaluation of WesTrack Mixtures Using Direct Tension and Indirect Tension Tests. Final report submitted to North Carolina Department of Transportation and FHWA, 2001.
10. Jacobs, M. M. J., P. C. Hopman, and A. A. A. Molenaar, Application of Fracture Mechanics Principles to Analyze in Asphalt Concrete. Journal of the Association of Asphalt Paving Technologists, Vol. 65, 1996, pp. 1-39.
11. Epps, J. Performance of HMA Test Sections at WesTrack. Journal of the Association of Asphalt Paving Technologists, Vol. 67, 1998, pp. 738-782.