A mechanistic test to evaluate effects of interface condition characteristics on hot-mix asphalt overlay reflective cracking performance
Source abstract
Abstract
Abstract Reflective cracking is a distress mode that is of particular concern for pavements with thin hot-mix asphalt (HMA) overlay as a maintenance and/or rehabilitation method. Traditionally, efforts have been made to mitigate reflective cracking by increasing overlay thickness, using anti-reflective cracking interlayer systems and special treatments on existing pavements and cracks. A new way to improve HMA overlay reflective cracking resistance is to use highly polymer-modified asphalt emulsion (PMAE) interface. Tests currently available are not appropriate to evaluate the effects of interface conditions on reflective cracking. This paper presents the second phase of a study devoted to develop a mechanistic test to study effects of interface conditions on pavement cracking performance. A new approach to represent reflective cracking (a teflon spacer introduced in an existing pavement layer) instead of the traditional notch method was introduced to the composite specimen interface cracking test developed for top-down cracking. In this study, effects of two types of interface conditions, conventional tack coat and PMAE, on reflective cracking were evaluated. HMA fracture mechanics was employed to identify the reflective cracking mechanism when the teflon spacer was installed in the composite specimen. Test results clearly indicated that the proposed test method with the teflon spacer was able to simulate reflective cracking mechanism and evaluate effects of interface conditions on reflective cracking. Keywords: reflective crackingHMA overlaytack coatpolymer-modified asphalt emulsionteflon spacercomposite specimen interface cracking test Notes
Source: openalex_inverted_index · Quality: baseline
Research context
OpenAlex topics: Asphalt Pavement Performance Evaluation · Infrastructure Maintenance and Monitoring · Polymer Nanocomposites and Properties
SciVX discovery tags are terminology-based. OpenAlex topics are source-provided classifications.
References (19)
Show source-provided references
1. Birgisson B. · 2006
2. Brown, S. F., Thom, N. H. and Sanders, P. J. Annual meeting of Association of Asphalt Paving Technologists. Clearwater Beach, FL. A study of grid reinforced asphalt to combat reflection cracking., pp.543–569.
3. Button J. W. · 2003
4. Chen, Y., Lopp, G. and Roque, R. International Conference on Road and Airfield Pavement Technology (ICPT). Bangkok, Thailand. Test method to evaluate the effect of interface bond condition on top-down and reflective cracking.
5. Chen Y. · Road Materials and Pavement Design · 2012 · 13 · 5610.1080/14680629.2012.657051 ↗
6. Dempsey, B. J. 2002.Development and performance of interlayer stress absorbing composite (ISAC) in AC overlays (Transportation Research Record 1809), 175–183. Washington, DC: National Research Council.10.3141/1809-19 ↗
7. Di Benedetto, H., Neji, J., Antoine, J. P. and Pasquier, M. Proceedings of the Second International RILEM Conference. Liege, Belgium. Apparatus for laboratory study of cracking resistance. Reflective cracking in pavements, state of the art and design recommendations., pp.179–186.
8. Dumas, Ph. and Vecoven, J. Proceedings of the Second International RILEM Conference. Liege, Belgium. Processes reducing reflective cracking; synthesis of laboratory tests. Reflective cracking in pavements, state of the art and design recommendations., pp.246–253.
9. Gallego J. · 2006
10. Grzybowska, W., Wojtowicz, J. and Fonferko, L. C. Proceedings of the Second International RILEM Conference. Liege, Belgium. Application of geo-synthetics to overlays in cracow region of Poland. Reflective cracking in pavements, state of the art and design recommendations., pp.290–298.
11. Kim K. W. · Construction and Building Materials · 1999 · 13 · 24310.1016/S0950-0618(99)00032-X ↗
12. Koh C. · 2009
13. Livneh, M., Ishai, I. and Kief, O. Proceedings of the Second International RILEM Conference. Liege, Belgium. Bituminous pre-coated geotextile felts for retarding reflection cracks. Reflective cracking in pavements, state of the art and design recommendations., pp.343–350.
14. Montestruque, G., Rodrigues, R., Nods, M. and Elsing, A. Proceedings of the Fifth International RILEM Conference. Lomoges, France. Stop of reflection crack propagation with the use of pet geogrid as asphalt overlay reinforcement. Cracking in pavements, mitigation, risk assessment and prevention., pp.231–238.
15. Roberts F. L. · 1996
16. Sobhan, T., Crooks, T., Tandon, T. and Mattingly, S. Proceedings of the Fifth International RILEM Conference. Lomoges, France. Laboratory simulation of the growth and propagation of reflection cracks in geogrid reinforced asphalt overlays. Cracking in pavements, mitigation, risk assessment and prevention., pp.589–596.
17. Von Quintus, H. L., Mallela, J. and Lytton, R. L. FAA Worldwide Airport Technology Transfer Conference. Atlantic City, NJ. Techniques for mitigation of reflective cracks., pp.0067
18. Zhang Z. · Journal of the Association of Asphalt Paving Technologists · 2001 · 70 · 206
19. Zhou F. · 2004