Effect of the filler particle size on the low and high temperature performance in asphalt mastic and concrete

Proceedings of the Association of Asphalt Paving Technologists

Volumn 70, Issue , 2001, Pages 492-508

  Hesp, Simon A M ^a   Smith, Benjamin J ^a   Hoare, Todd R ^a  

^a QUEEN S UNIVERSITY   (Canada)

Author keywords

Asphalt; Crack pinning; Filler gradation; Rutting; Time to failure test; Transverse stress cracking; Triaxial test

Indexed keywords

EID: 0035783634     PISSN: 02702932     EISSN: None     Source Type: Conference Proceeding    
DOI: None     Document Type: Conference Paper

References (25)

1. D.A. Anderson, R. Dongré, D.W. Christensen, and E.L. Dukatz. "Effects of Minus No. 200-Sized Aggregate on Fracture Behavior of Dense-Graded Hot-Mix Asphalt. In: Effects of Aggregates and Mineral Fillers on Asphalt Mixture Performance". R.C. Meininger (ed.), ASTM STP 1147, American Society for Testing and Materials, Philadelphia, PA, p. 154-176 (1991).
2. D.A. Anderson, J. Youtcheff, and M. Zupanick. "Asphalt Binders." In: Transportation in the New Millenium (CD ROM), Transportation Research Board, Washington, D.C., January 2000.
3. M. Garcés Rodriquez G.R. Morrison, J.R. vanLoon, and S.A.M. Hesp. "Low Temperature Failure in Particulate-Filled Asphalt Binders and Asphalt Concrete Mixes." Journal of the Association of Asphalt Paving Technologists, Vol. 65, pp. 159-192 (1996).
4. G.A. Crossley, and S.A.M. Hesp. "A New Class of Reactive Polymer Modifiers for Asphalt: Mitigation of Low-Temperature Damage." Transportation Research Records: Journal of the Transportation Research Board, No. 1728, pp. 68-74, NRC, Washington, D.C., 2000.
5. B.J. Smith, and S.A.M. Hesp. "Crack Pinning in Asphalt Mastic and Concrete: Regular Fatigue Studies." Transportation Research Records: Journal of the Transportation Research Board, No. 1728, pp. 75-81, NRC, Washington, D.C., 2000.
6. nd Eurasphalt and Eurobitume Congress, Barcelona, Spain, September, 2000, Paper 39 (CD ROM).
7. F.F. Lange, "The Interaction of a Crack Front with a Second-Phase Dispersion." Philosophical Magazine, Vol. 22, pp. 983-992 (1970).
8. A.G. Evans, "The Strength of Brittle Materials with a Second-Phase Dispersion." Philosophical Magazine, Vol. 26, pp. 1327-1344 (1972).
9. D.J. Green, P.S. Nicholson, and J.D. Embury. "Fracture of a Brittle Particulate Composite. Part 2 Theoretical Aspects." Journal of Materials Science, Vol. 14, pp. 1657-1661 (1979).
10. D.C. Phillips, and B. Harris. In: Polymer Engineering Composites. M.O.W. Richardson (ed.), Applied Science, London, p. 45 (1977).
11. L. Cooley, M. Stroup-Gardiner, E.R. Brown, D. Hanson, and M. Fletcher. "Characterization of Asphalt-Filler Mortars with Superpave Binder Tests." Journal of the Association of Asphalt Paving Technologists, Vol. 67, pp. 42-65 (1998).
12. S. Huschek, and C. Angst. "Mechanical Properties of Filler-Bitumen Paving Mixes at High and Low Service Temperatures." Journal of the Association of Asphalt Paving Technologists, Vol. 49, pp. 440-475 (1980).
13. P.S. Kandhal. "Evaluation of Baghouse Fines in Bituminous Paving Mixtures." Journal of the Association of Asphalt Paving Technologists, Vol. 50, pp. 150-210 (1981).
14. D.A. Anderson. "Guidelines for the Use of Baghouse Fines." National Asphalt Pavement Association, IS 101-11/87 (1991).
15. A. Kavussi, and R.G. Hicks. "Properties of Bituminous Mixtures Containing Different Fillers." Journal of the Association of Asphalt Paving Technologists, Vol. 66, pp. 153-186 (1997).
16. P. Mack, New York Department of Transportation, Superpave Lead State Team, March 12, 1998.
17. S.A.M. Hesp, T. Terlouw, and W.C. Vonk. "Low Temperature Performance of SBS-Modified Asphalt." Journal of the Association of Asphalt Paving Technologists, Vol. 69, 2000, pp. 540-573.
18. N.K. Lee, and S.A.M. Hesp. "Low-Temperature Fracture Toughness of Polyethylene-Modified Asphalt Binders." Transportation Research Records, Vol. 1436, pp. 54-59 (1994).
19. N.K. Lee, G.R. Morrison, and S.A.M. Hesp. "Low Temperature Fracture of Polyethylene-Modified Asphalt Binders and Asphalt Concrete Mixes." Journal of the Association of Asphalt Paving Technologists, Vol. 64, pp. 534-574 (1995).
20. P. Joseph, and S.A.M. Hesp. "Use of Fracture Energy in Performance-Based Specifications of Asphalt Binders." Proceedings, Canadian Technical Asphalt Association, Ottawa, 1996, pp. 127-144.
21. T.R. Hoare, and S.A.M. Hesp. "Low Temperature Fracture Testing of Asphalt Binders: Regular and Modified Systems." Journal of the Transportation Research Board, 2000 (in press).
22. Standard Test Method for Plane-Strain Fracture Toughness for Metallic Materials (ASTM Method E399-90), 1992 Annual Book of ASTM Standards, Part 10. American Society for Testing and Materials, Philadelphia, PA, pp. 506-515 (1992).
23. S.D. Roy, and S.A.M. Hesp. "Low-Temperature Binder Specification Development: Thermal Stress Restrained Specimen Testing of Asphalt Binders and Mixtures." Recommended for Presentation and Publication, Paper 01-2027, Transportation Research Board, November 3, 2000.
24. T.R.J. Fabb, "The Influence of Mix Composition, Binder Properties and Cooling Rate on Asphalt Cracking at Low Temperatures." Journal of the Association of Asphalt Paving Technologists, Vol. 43, pp. 285-331 (1974).
25. D.H. Jung, and T.S. Vinson. Low-Temperature Cracking: Test Selection. Report SHRP-A-400, Strategic Highway Research Program, N RC, Washington, D.C., June 1994.