Prediction of low-temperature cracking of asphalt concrete mixtures with thermal stress restrained specimen test results

Transportation Research Record

Volumn , Issue 1545, 1996, Pages 50-58

  Zubeck, Hannele K ^a   Vinson, Ted S ^b  

^a UNIVERSITY OF ALASKA ANCHORAGE   (United States)

^b Oregon State University   (United States)

Author keywords

[No Author keywords available]

Indexed keywords

AGING OF MATERIALS; CONCRETE PAVEMENTS; CRACK INITIATION; CRACKS; FRACTURE TOUGHNESS; PROBABILITY; THERMAL STRESS;

ASPHALT CONCRETE MIXTURES; CRACK SPACING; DETERMINISTIC MODEL; FRACTURE TEMPERATURE; LOW TEMPERATURE CRACKING; TRANSITION TEMPERATURE;

ASPHALT PAVEMENTS;

EID: 0030284703     PISSN: 03611981     EISSN: None     Source Type: Journal    
DOI: 10.3141/1545-07     Document Type: Article

References (8)

1. Jung, D. H., and T. S. Vinson. Statistical Analysis of Low Temperature Thermal Stress Restrained Specimen Test Results. Proc., 37th Annual Conference of Canadian Technical Asphalt Association, Vol. 1, 1992, pp. 200-223.
2. Zubeck, H. K., née Kanerva, H. K. Prediction of Low Temperature Cracking of Asphalt Concrete Mixtures with Thermal Stress Restrained Specimen Test Results. Ph.D. dissertation. Oregon State University, Corvallis, June 1993.
3. Bell, C. A., A. Wieder, and M. J. Fellin. Laboratory Aging of Asphalt-Aggregate Mixtures: Field Validation. Report TM-OSU-A-003A-92-23. Strategic Highway Research Program, National Research Council, Washington, D.C., Nov. 1993.
4. Bell, C. A., A. Wieder, and M. J. Fellin. Laboratory Aging of Asphalt-Aggregate Mixtures: Field Validation. Presented at the 72nd Annual Meeting of the Transportation Research Board, Washington, D.C., 1993.
5. Solaimanian, M., and T. Kennedy. Predicting Maximum Pavement Surface Temperature Using Maximum Air Temperature and Hourly Solar Radiation. Presented at the 72nd Annual Meeting of the Transportation Research Board, Washington, D.C., 1993.
6. Robertson, W. D. Selection of Paving Asphalt Cements for Low Temperature Service. Proc. Paving in Cold Areas, Mini-Workshop, Vol. 4, 1987. pp. 41-84.
7. Harr, M. E. Reliability-Based Design in Civil Engineering, 1st ed., Vol. 1. McGraw-Hill Book Company, New York, 1987.
8. Zubeck, H. K. née Kanerva, H. K. Sideaineen vaikutus paallysteen kylmakestavyyteen. Report TR1/3. Asfalttipaallysteiden Tutkimusohjelma ASTO, Espoo, Finland, Sept. 1991.