Use of fracture work density obtained from indirect tensile testing for the mix design and development of a fatigue model

International Journal of Pavement Engineering

Volumn 14, Issue 6, 2013, Pages 561-568

  Wen, Haifang ^a  

^a WASHINGTON STATE UNIVERSITY   (United States)

Author keywords

dynamic modulus; fatigue; fracture energy; fracture work; model

Indexed keywords

DYNAMIC MODULI; FATIGUE CRACKING; FATIGUE PERFORMANCE; FEDERAL HIGHWAY ADMINISTRATION; INDIRECT TENSILE; PAVEMENT STRUCTURES; PERFORMANCE INDICATORS; TRAFFIC LOADING;

ASPHALT PAVEMENTS; BENCHMARKING; CRACKS; FATIGUE OF MATERIALS; FRACTURE; FRACTURE ENERGY; HIGHWAY ADMINISTRATION; MATERIALS TESTING APPARATUS; MODELS; TENSILE TESTING; TRAFFIC SURVEYS;

FATIGUE TESTING;

EID: 84879692681     PISSN: 10298436     EISSN: 1477268X     Source Type: Journal    
DOI: 10.1080/10298436.2012.729060     Document Type: Article

References (14)

1. Deacon, J. A. , et al. , 1995. Validation of SHRPA-003Aflexuralbeam fatigue test. Engineering properties of asphalt mixtures and the relationship to their performance, ASTM STP 1265, 21-36.
2. Hand, A. , 1998. Relationship between laboratory-measured HMA material and mixture properties and pavement performance at WesTrack. Dissertation (PhD). University of Nevada
3. Reno, NV. Kim, H. and Buttlar, W. G. , 2005. Micromechanical fracture modeling of hot-mix asphalt concrete based on a disk-shaped compact tension test. Journal of the Association of Asphalt Paving Technologists, 74E.
4. Kim, Y. R. , Lee, H. J. , and Little, D. N. , 1997. Fatigue characterization of asphalt concrete using viscoelasticity and continuum damage theory. Journal of the Association of Asphalt Paving Technologists, 66, 520-569
5. Kutay, M. E. , Gibson, N. , and Youtcheff, J. , 2008. Conventional and viscoelastic continuum damage (VECD) based fatigue analysis of polymer modified asphalt. Journal of Association of Asphalt Paving Technologist, 77, 395-434.
6. Molenaar, A. A. , Scarpas, A. , Liu, X. , and Erkens, S. M. J. G. , 2002. Semicircular bending test: simple but useful. Association of Asphalt Paving Technologists, 71, 794-815.
7. Qi, X. , et al. , 2004. Determining modified asphalt binder properties for the superpave specification. Report on the construction of pavements with modified asphalt binders, Pooled Fund Study TPF-5 (019), Internal Report.
8. Qi, X. , Gibson, N. , and Youtcheff, J. J. , 2008. Fatigue characteristics of accelerated testing pavement with modified binders: pavement cracking mechanisms, modeling, detection, testing, and case histories. Proceedings of the 6th RILEM international conference on cracking in pavements, Chicago, USA, 16-18.
9. Roque, R. and Buttlar, W. G. , 1992. 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, 61, 304-333.
10. Wen, H. , 2011. Development of a damage-based phenomenological fatigue model for asphalt Pavement. Paper presented at 2011 Transportation Research Board annual meeting, Washington, DC.
11. Wen, H. and Bhusal, S. , 2011. Evaluation of recycled concrete aggregate as hot mix asphalt aggregate. Report to transportation northwest and the federal highway administration.
12. Wen, H. and Kim, Y. R. , 2002. Simple performance test for fatigue cracking and validation with WesTrack mixtures. Transportation research records, No. 1789, National Research Council, Washington, DC, 66-72.
13. Witczak, M. W. , et al. , 2002. Simple performance test for superpave mix design. Washington, DC: Transportation Research Board, National Research Council, NCHRP Report 465.
14. Zhao, Y. and Kim, Y. R. , 2003. Time-temperature superposition for asphalt mixtures with growing damage and permanent deformation in compression. Journal of the Transportation Research Board, No. 1832, National Research Council, Washington, DC, 161-172.