Reflection Cracking–Based Asphalt Overlay Thickness Design and Analysis Tool
Abstract
An asphalt overlay is one of the primary options for rehabilitating existing asphalt and concrete pavements. Reflection cracking, however, has been a serious concern associated with asphalt overlays for a long time. Currently, reflection cracking is not considered in most existing asphalt overlay thickness design programs, including the Mechanistic–Empirical Pavement Design Guide developed under the NCHRP Project 1-37A. Therefore, there is an urgent need to develop a reflection cracking–based asphalt overlay thickness design and analysis tool for routine use. Three reflection cracking mechanisms (bending, shearing, and thermal stress) and mechanistic modeling are discussed according to fracture mechanics concepts. A mechanistic–empirical reflection cracking model is first proposed and then developed into an asphalt overlay thickness design and analysis framework. This framework is further implemented into a Windows-based design program, making it more convenient for pavement engineers to optimize asphalt overlay thickness design on the basis of (a) traffic, (b) climate conditions, (c) existing pavement structure and conditions (e.g., load transfer efficiency at joints), and (d) asphalt overlay alternatives (e.g., single or multilayer overlays, binder type, and mix type selection). A sensitivity analysis is also performed, and five key performance factors are identified: (a) traffic loading level, (b) climate, (c) asphalt overlay thickness, (d) overlay mix type, and (e) load transfer efficiency at joints or cracks. These five factors must be considered when designing an asphalt overlay.
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References
1. Gary B. E., and Martin G. E. Resurfacing with Bituminous Types of Surfaces. Highway Research Board Proceedings, Vol. 12, 1932, pp. 177–192.
2. ARA, Inc., ERES Consultants Division. Guide for Mechanistic–Empirical Design of New and Rehabilitated Pavement Structures. Final report, NCHRP Project 1–37A. Transportation Research Board of the National Academies, Washington, D.C., 2004. http://www.trb.org/mepdg/guide.htm.
3. Nunn M. An Investigation of Reflection Cracking in Composite Pavements in the United Kingdom. Proc., 1st International RILEM Conference on Reflective Cracking in Pavements, Assessment and Control (Rigo J. M., et al., eds.), Liege, Belgium, 1989.
4. Lytton R. L. Use of Geotextiles for Reinforcement and Strain Relief in Asphaltic Concrete. Geotextiles and Geomembranes, Vol. 8, 1989, pp. 217–237.
5. Hall K. T., Connor M., Darter M. I., and Carpenter S. H. Rehabilitation of Concrete Pavements, Vol. 3: Concrete Pavement Evaluation and Rehabilitation System. Publication FHWA-RD-88-073. FHWA, U.S. Department of Transportation, 1989.
6. Treybig H. J., McCullough B. F., Smith P., and Von Quintus H. Overlay Design and Reflection Cracking Analysis for Rigid Pavements, Volumes 1 and 2. Administration Report FHWA-RD-77-66 and 77-67. FHWA, U.S. Department of Transportation, 1977.
7. Seeds S. B., McCullough B. F., and Carmichael R. F. Asphalt Concrete Overlay Design Procedure for Portland Cement Concrete Pavements. In Transportation Research Record 1007, TRB, National Research Council, Washington, D.C., 1985, pp. 26–36.
8. Monismith C. L., and Coetzee N. F., Reflection Cracking: Analysis, Laboratory Studies and Design Consideration. Proc., the Association of Asphalt Paving Technologists, Vol. 49, 1980, pp. 268–313.
9. Sousa J. B., Pais J. C., Saim R., Way G. B., and Stubstad R. N., Mechanistic–Empirical Overlay Design Method for Reflective Cracking. In Transportation Research Record: Journal of the Transportation Research Board, No. 1809, Transportation Research Board of the National Academies, Washington, D.C., 2002, pp. 209–217.
10. Wu R. Finite Element Analysis of Reflective Cracking in Asphalt Concrete Overlays, PhD dissertation. University of California, Berkeley, 2005.
11. Chang H. S., Lytton R. L., and Carpenter S. H. Prediction of Thermal Reflection Cracking in West Texas. Research Report 18–3, Study 2-8-73-18. Texas Transportation Institute, College Station, 1976.
12. Germann F. P., and Lytton R. L., Methodology for Predicting the Reflection Cracking Life of Asphalt Concrete Overlays. Research Report FHWA/TX-79/09+207-5. Texas Transportation Institute, Texas A&M University System, College Station, 1979.
13. Molenaar A. A. A. Fatigue and Reflection Cracking due to Traffic Loads. Proc., Association of Asphalt Paving Technologists, Vol. 53, 1984, pp. 440–474.
14. Jayawickrama P. W., and Lytton R. L. Methodology for Predicting Asphalt Concrete Overlay Life Against Reflection Cracking. Proc. 6th International Conference on Structural Design of Asphalt Pavements, Vol. I, 1987, pp. 912–924.
15. de Bondt A. H. Anti-Reflective Cracking Design of (Reinforced) Asphaltic Overlays. PhD dissertation. Delft University of Technology, Netherlands, 1997.
16. Owusu-Antwi E. B., Khazanovich L., and Titus-Glover L. Mechanistic-Based Model for Predicting Reflective Cracking in Asphalt Concrete-Overlaid Pavements. In Transportation Research Record 1629, TRB, National Research Council, Washington, D.C., 1998, pp. 234–241.
17. Al-Qadi I. L., Elseifi M. A., and Leonard D. Development of an Overlay Design Model for Reflective Cracking With and Without Steel Reinforcement. Journal of the Association of Asphalt Pavement Technologists, Vol. 72, 2004, pp. 388–423.
18. Elseifi M. A., and Al-Qadi I. L. A Simplified Overlay design Model Against Reflective Cracking Utilizing Service Life Prediction. Road Materials and Pavement Design, Vol. 5, No. 2, 2004, pp. 169–192.
19. Baek J., and Al-Qadi I. L. Reflective Cracking: Modeling Fracture Behavior of Hot-Mix Asphalt Overlays with Interlayer Systems. Journal of Association of Asphalt Paving Technologists, Vol. 78, 2009, pp. 707–742.
20. Seo Y., Kim Y. R., Schapery R. A., Witczak M. W., and Bonaquist R. A Study of Crack-Tip Deformation and Crack Growth in Asphalt Concrete Using Fracture Mechanics. Journal of the Association of Asphalt Paving Technologists, Vol. 74, 2004, pp. 697–730.
21. Paulino G. H., Song S. H., and Buttlar W. G. Cohesive Zone Modeling of Fracture in Asphalt Concrete. Proc., 5th International Conference on Cracking in Pavements, Lemoges, France, 2004, pp. 63–70.
22. Wagoner M. P., Buttlar W. G., and Paulino G. H. Disk-Shaped Compact Tension Test for Asphalt Concrete Fracture. Journal of the Society for Experimental Mechanics, Vol. 45, No. 3, 2005, pp. 270–277.
23. Dave E. V., Song S. H., Buttlar W. G., and Paulino W. G. Reflective and Thermal Cracking Modeling of Asphalt Concrete Overlays. Proc., Advanced Characterisation of Pavement and Soil Engineering Materials (Loizos, Scarpas, and Al-Qadi, eds.), Taylor & Francis Group, London, 2007, pp. 1241–1252.
24. Wu R., Harvey J. T., and Monismith C. L. Towards a Mechanistic Model for Reflective Cracking in Asphalt Concrete Overlays. Journal of the Association of Asphalt Paving Technologists, Vol. 75, 2006, pp. 491–534.
25. Paris P. C., and Erdogan E. A Critical Analysis of Crack Propagation Laws. Journal of Basic Engineering, Series D, Vol. 85, 1963, pp. 528–883.
26. Zhou F., Hu S., Hu X., and Scullion T. Mechanistic–Empirical Asphalt Overlay Thickness Design and Analysis System. Research Report FHWA/TX-09/0-5123-3. Texas Transportation Institute, College Station, 2009.
27. Zhou F., Hu S., and Scullion T. Overlay Tester: A Simple and Rapid Test for HMA Fracture Property, Proc., 2009 Geohunan International Conference, Hunan, P.R. China, 2009.
28. Hu S., Hu X., Zhou F., Walubita L. F. SA-CrackPro: New Finite Element Analysis Tool for Pavement Crack Propagation. In Transportation Research Record: Journal of the Transportation Research Board, No. 2068, Transportation Research Board of the National Academies, Washington, D.C., 2008, pp. 10–19.
29. Odemark N. Undersökning av elasticitetsegenskaperna hos olika jordartersamt teori för beräkning av beläggningar enligt elasticitetsteorin. Statens Väginstitut, Meddelande 77, Sweden, 1949.
30. Hiltunen D., and Roque R. A Mechanics-Based Prediction Model for Thermal Cracking of Asphaltic Concrete Pavements. Journal of the Association of Asphalt Paving Technologists, Vol. 63, 1994, pp. 81–117.
31. Zhou F., Hu S., Scullion T., Chen D., Qi X., and Claros G. Development and Verification of the Overlay Tester Based Fatigue Cracking Prediction Approach. Journal of the Association of Asphalt Paving Technologists, Vol. 76, 2007, pp. 627–662.
32. Jones D., Harvey J., and Monismith C. Reflective Cracking Study: Summary Report, UCPRC-SR-2007-01, CA091073N. University of California, Pavement Research Center, University of California, Davis, and University of California, Berkeley, 2007.
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Article first published online: January 1, 2010
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