Fatigue Evaluation in Hot and Warm Mix Asphalts Based on Dissipated Energy

Document Type: Regular Paper

Authors

1 , Department of Civil Engineering, Pooyesh Institute of Higher Education

2 Assistant Professor Department of Civil-Environmental Engineering, Babol Noshirvani University of Technology, Babol, Iran

3 Assistant Professor in Department of Civil Engineering, Payame Noor University, P.O. Box 19395-3697, Tehran, Iran

Abstract

Warm mix asphalts (WMA), because of their low production and compact temperatures, may have different behaviors in long term. In the present work, the energy-based criteria along with the 50% reduction in initial stiffness (Nf50%) using four-point bending test under controlled-strain conditions of 1000 microstrain were applied to compare the prepared two warm mix and HMA samples. All these criteria illustrate properly the effect of mix asphalt properties (additive type) on its fatigue performance. A noteworthy point in this regard is the difference between Nf50% values of the studied samples with the real failure point. For HMA and zycotherm WMA (ZWMA), loading cyclic number at the failure moment occurs almost 80% higher than the fatigue life estimated using Nf50% while for Sasobit WMA (SWMA) this value is declined to 28%. The RDEC method, compared to other methods, indicated the maximum fatigue life and consistency with the failure point. Comparing the energy-based methods with Nf50% method revealed that ERR, ERR&B, and ERP have the maximum consistency with fatigue life in terms of 50% reduction in initial stiffness. For SWMA, the fatigue life at Nf50% was larger than that of various energy-based methods but almost equal to that of the RDEC method. However, for two WMA mixes prepared using ZWMA and HMA, all energy methods revealed a fatigue life longer than that of Nf50%.

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[1] Prowell G C, Hurley B D. (2005). “Evaluation of Aspha-Min zeolite for use in warm mix asphalt” [R]. s.l. : Report 05–04. Auburn: National Center for Asphalt Technology.

[2] TejashGandhi. “Effect of Warm asphalt additives on asphalt binder and mixture properties”. (2008). s.l. : A Dissertation Presented to the Graduate School of Clemson University, Doctor of Philosophy Civil Engineering.

[3] Hesami , S., Roshani, H., Hamedi, G, H., Azarhoosh , A. (2013). “Evaluate the mechanism of the effect of hydrated lime on moisture damage of warm mix asphalt”. Construction and Building Materials , pp. 47-935–941.

[4] Şengöz, B., Topal, A., & Gorkem, C. (2013). Evaluation of moisture characteristics of warm mix asphalt involving natural zeolite., Road Materials and Pavement Design, pp. 14:4, 933-945.

[5] Zelelew, H., Paugh, C., . Corrigan, M., Belagutti, S., Ramakrishnareddy, J. (2013). “Laboratory evaluation of the mechanical properties of plant-produced warm-mix asphalt mixtures Road Materials and Pavement Design”, pp. 14:1, 49-70.

[6] Yin, F., Arámbula-Mercado, E., Martin, A, E., Newcomb, D & Nam. (2017) . “Long-term ageing of asphalt mixtures”, Road Materials and Pavement Design,, pp. 2-27.

[7] Su, K., Maekawa, R., Hachiya, Y. (2009). Laboratory evaluation of WMA mixture for use in airport pavement rehabilitation, Constr Build Mater, pp. 23(7):2709–14.

[8] Goh SW, You Z. (2011), “Evaluation of warm mix asphalt produced at various temperatures through dynamic modulus testing and four point beam fatigue testing”. In:Proceedings of the GeoHunan international conferencepavements and materials: recent advances in desig , testing, and construction. Hunan, China: eotechnical Special Publication, pp. 123–30 .

[9] Ziari,H., Behbahani, H., Izadi, A., Nasr, D. (2013). “Long term performance of warm mix asphalt versus hot mix asphalt”., J. Cent. South Univ, p. 20: 256−266.

[10] Khalid A. Ghuzlan, Obadah S. Ar'ar. (2016). “Performance of warm asphalt mixtures using Sasobit”. Petroleum Science and Technology, pp. 34, 1263-1271.

[11] Modarres, A., Aloogar, Ashkan., (2015). “Comparison between the fatigue response of hot and warm mix asphalts based on the dissipated energy approach”. International Journal of Pavement Engineering.

[12] Petit C., Millien, A., Canestrari, F., Pannunzio, V., Virgili, A. (2012). “Experimental study on shear fatigue behavior and stiffness performance of Warm Mix Asphalt by adding synthetic wax”. Construction and Building Materials, pp. 34- 537–544.

[13] Cardone, F., Pannunzio, V., Virgili, A,. Barbati, S. (2009). “An evaluation of use of synthetic waxes in warm mix asphalt”. In: 7th International RILEM symposium on advanced testing and characterization of bituminous materials, Rhodes.

[14] Bocci M, Grilli A, Pannunzio V, Riviera PP. (2009). Mechanical characterization and influence of water on WMA by adding synthetic zeolite., Int J Pavement Eng Asphalt Technol (PEAT).

[15] Safaei, F., Lee, J., ., Hermann, L., Nascimento, A., Hintz, C., and Richard, Y. (2014). “Implications of warm-mix asphalt on long-term oxidative ageing and fatigue performance of asphalt binders and mixtures” . Road Materials and Pavement Design, pp. 45-61.

[16] Khodadadi, A. (1993). “The Effect of Compaction Method on The Fatigue Life and Elasto-Plastic Properties of Asphalt Pavement”. Department of Civil and Environmental Engineering, Charleston University.

[17] Xue Luo,. Rong Luo.(2013). “Energy-Based Mechanistic Approach to Characterize Crack Growth of Asphalt Mixtures”. Ph.D., P.E., M.ASCE2 and and Robert L. Lytton, Ph.D., P.E., F.ASCE. 2013, MATERIALS IN CIVIL ENGINEERING, pp. 1198-1208.

[18] Norouzi, A,. Dahae Kim, Y. Kim,R. (2015), Numerical evaluation of pavement design parameters for the fatigue cracking and rutting performance of asphalt pavements. Materials and Structures, pp. DOI 10.1617/s11527-015-0744-x.

[19] Huang, Y.H. (1993). “Pavement Analysis and Design” . Prentice Hall Inc.

[20] Monismith, C.L., Deacon, J.A. (1969). “Fatigue of Asphalt Paving Mixtures”. ASCE Transportation Engineering Journal, pp. Vol. 95:2, pp 317-346.

[21] Pronk A.C., Hopman P.C. (1990). “Energy Dissipation :The Leading Factor of Fatigue” . Highway Research : Sharing the Benefits. Proceedings of the Conference, the United States Strategic Highway Research Program , London, .

[22] Tayebali A.A, Row G.M., and Sousa J.B. (1975). Fatigue Response of Asphalt Aggregate Mixture., Journal of The Association of Paving Technologists, pp. Vol.44 pp.1-37.

[23] Shen, S., Airey, G.D., Carpenter, S.H., Huang, H.A. (2006), Dissipated energy approach to fatigue evaluation. International Journal of Road Materials and Pavement Design, pp. 7 (1), 85–92.

[24] Shen, S., Carpenter, S.H. (2007). “Dissipated energy concepts for HMA performance: fatigue and healing”. Technical report of research supported by the Federal Aviation Association Urbana, IL: University of Illinois at Urbana-Champaign.

[25] SHRP, A-40. Fatigue Response of Asphalt – Aggregate Mixes. s.l. : Strategic Highway Research Program. (1994). National Research Council.

[26] Hopman P,C., Kunst, P,A,J,C., Pronk, A,C. (1989). “A Renewed Interpretaton Method for Fatigue Measurments”. Verification of Miner's Rule",4th Eorobitume Symposium in Madrid, pp. Volume 1, pp.557-561.

[27] Rowe, G.M. (1993). “Performance of Asphalt Mixtures in the Trapezoidal Fatigue Test R”. Journal of the Association of Asphalt Paving Technologists, pp. Vol.62 pp.344-384.

[28] Al-Khateeb G., Shenoy A. (2004). “A Distinctive Fatigue Failure Criterion”. Journal of the Association of Asphalt Paving Technologists, pp. Vol.46 pp.585-621.

[29] Comparison of 2 and 4 Point Fatigue Tests and Healing in 4 Point Dynamic Bending Test Based on The Dissipated Energy Concept. Pronk, A.C. (1997), Proceeding of The Eight International Conference on Asphalt Pavement, pp. PP. 987-994.

[30] Rowe, G. M., and Bouldin, M. G. (2000). “Improved techniques to evaluate the fatigue resistance of asphaltic mixes”. Barcelona, Spain : Proc., 2nd Euraphalt and Eurobitume Congress.

[31] Ghuzlan, K, A., Carpenter, S. H. (2000). “Energy-derived, damage based failure criterion for fatigue testing”. Transportation Research Record. 1723, Transportation Research Board, Washington, D.C., pp. 141–149.

[32] Shihui Shen., Samuel, H., Carpenter. (2007). “Dissipated energy concepts for HMA performance:Fatigue and healing”. University of illinois at urbana-champaign.

[33] Carpenter, S. H., Shen, S. (2006). “A dissipated energy approach to study HMA healing in fatigue”. Proc., 85th Annual Transportation Research Board Meeting, Transportation Research Board of the National Academies, Washington, D.C.

[34] Edwards, Y., Isacsson, U. (2005). “Wax in bitumen. Part I—Classifications and general aspects., Road Materials and Pavement Design” , pp. 6:281–309.

[35] Moafimadani, S, R., Rahimov, K., Hesami, S. (2016). “The effect of warm additive on the properties and behavior of an asphalt binder”. Petroleum Science and Technology, pp. 34:19, 1654-1662.

[36] Boudabbous, M., Millien, A., Petit, C., Neji, J. (2013). “Energy approach for the fatigue of thermoviscoelastic materials: application to asphalt materials in pavement surface layers”. International Journal of Fatigue, pp. 47, 308–318.

[37] Abojaradeh, M. (2003). “Predictive fatigue models for Arizona asphalt concrete mixtures”. s.l. : Thesis (PhD). Arizona State University, USA.

[38] Khiavi, A., Ameri, M. (2014). “Investigating the fatigue endurance limit of HMA mixture using RDEC Approach”. Construction and Building Materials, pp. 55, 97–102.

[39] Daniel, J, S., Bissiri, W., Kim, Y, R. (2004). “Fatigue Evaluation of Asphalt Mixtures Using Dissipated Energy and Viscoelastic Continuum Damage Approaches”. Journal of the Association of Asphalt Paving Technologists, pp. Vol.46 pp.557-583.