Low-temperature Fracture in Reactive-ethylene-terpolymer-modified Asphalt Binders
Source abstract
Abstract
This paper reports on the low-temperature fracture and yield properties of a number of Strategic Highway Research Program asphalt binders that were modified with 5% by weight of a reactive terpolymer of ethylene, butyl acrylate and glycidyl methacrylate. Selected binders were also tested with the addition of small amounts of phosphoric acid. Fracture toughness and energy were determined at temperatures close to where the stiffness reached 300 MPa while the 2% offset yield stress was determined at somewhat lower strain rates in compression. Significant differences were found in the fracture properties ( K Ic and G Ic ) of these binders depending on the compatibility of the polymer with the base asphalt. It is suggested that the fracture energy and yield stress at low temperatures may be able to more accurately grade binders for their performance with respect to thermal stress cracking in the pavement compared to the currently used SHRP specification properties.
Source: openalex_inverted_index · Quality: baseline
Research context
OpenAlex topics: Asphalt Pavement Performance Evaluation · Material Properties and Failure Mechanisms · Infrastructure Maintenance and Monitoring
SciVX discovery tags are terminology-based. OpenAlex topics are source-provided classifications.
References (33)
Show source-provided references
1. 1992 · 506
2. Anderson D.A. · 1994 · 3
3. Anderson, D.A., Marasteanu, M., Champion-Lapalu, L., Yan, L.H., Didier, M. and Planche, J.P. "Low temperature thermal cracking of asphalt binders as ranked by strength and fracture properties". Proceedings, 2nd Eurasphalt and Eurobitume Congress. Barcelona. pp.7–15. Book I10.3141/1766-01 ↗
4. Bardesi A. · 1999
5. 10.3141/1590-0410.3141/1590-04 ↗
6. Broek D. · 1998
7. Champion, L., Gerard, J.F., Planche, J.P., Martin, D. and Anderson, D.A. Evaluation of the low-temperature fracture properties of modified binders. Relationship with their micromorphology. Performance Related Properties for Bituminous Binders, Eurobitume Workshop. Luxembourg. Edited by: Briefing, Workshop.
8. Champion-Lapalu, L., Planche, J.P., Martin, D., Anderson, D.A. and Gerard, J.F. Low-temperature rheological and fracture properties of polymer-modified bitumens. Proceedings, 2nd Eurasphalt and Eurobitume Congress. Barcelona. pp.122–130. Book I
9. Engber S.L. · 1997
10. 10.1080/1478643720822034610.1080/14786437208220346 ↗
11. Ewalds H.L. · 1985
12. Garcés RodrÍguez M. · Journal of the Association of Asphalt Paving Technologists · 1996 · 65 · 159
13. 10.1016/0032-3861(78)90285-910.1016/0032-3861(78)90285-9 ↗
14. 10.1007/BF0056928710.1007/BF00569287 ↗
15. Hesp S.A.M. · Journal of the Association of Asphalt Paving Technologists · 2001 · 70 · 492
16. 10.3141/1728-0610.3141/1728-06 ↗
17. Jacobs M.M.J.
18. Jacobs M.M.J. · Journal of the Association of Asphalt Paving Technologists · 1996 · 65 · 1
19. King G.N. · Journal of the Association of Asphalt Paving Technologists · 1993 · 62 · 1
20. 10.1016/0032-3861(83)90071-X10.1016/0032-3861(83)90071-X ↗
21. 10.1080/1478643700822106810.1080/14786437008221068 ↗
22. Latzko D.G.H. · 1984
23. Lee N. · Transportation Research Record · 1994 · 1436 · 54
24. Lee N.K. · Journal of the Association of Asphalt Paving Technologists · 1995 · 64 · 534
25. Moore H.F. · 2000
26. Roy, S.D. and Hesp, S.A.M. 2001a.Fracture energy and critical crack tip opening displacement: fracture mechanics-based failure criteria for low-temperature grading of asphalt binders. Proceedings, 187–214. Canadian Technical Asphalt Association.
27. 10.3141/1766-0210.3141/1766-02 ↗
28. 10.1002/pen.1023610.1002/pen.10236 ↗
29. 10.1007/BF0240323410.1007/BF02403234 ↗
30. 1994
31. Van der Werff J.C. · 1996
32. Williams, J.G. 1980.Stress Analysis of Polymers,, 2nd ed., 129–139. West Sussex, England: Ellis Horwood.
33. 10.1007/BF0054815810.1007/BF00548158 ↗