Abstract
Fatigue is one of two major performance issues in flexible pavements that caused by repeated traffic loading. There are several methods for determination of fatigue life like 50% stiffness reduction (AASHTO), energy-based methods, and fracture mechanics. The primary objective of this study is exploring the effect of choosing different methods to determine the fatigue life of warm mix asphalt (WMA) in comparison with hot mix asphalt (HMA). WMA mixtures were prepared using Aspha-min and Sasobit additives. Four-point flexural beam test was employed according to AASHTO T321 to evaluate fatigue performance of WMA and HMA mixtures. The tests were conducted at four strain levels 650, 800, 1000, and 1200 (more than typical strain levels) and two frequencies of 7.5 and 15 Hz at 20 °C. The fatigue life of asphalt mixes determined using three different approaches including AASHTO, Rowe and Bouldin (R&B), and rate of dissipated energy changes (RDEC). In addition, a fatigue damage analysis using linear (Ecole Nationale des Travaux Publics de l’Etat) ENTPE model was performed to compare damage evolution of WMA and HMA mixtures in given loading conditions. AASHTO method was a more sensitive approach for evaluating effects of loading conditions on fatigue life of WMA mixtures. Based on the AASHTO method results, the fatigue life of WMA mixtures at 15 Hz was lower than HMA. In practical strain levels and at 7.5 Hz, WMA was more fatigue resistant than HMA. The fatigue lives estimated using both of the energy methods (R&B and RDEC) were approximately same. They predict fatigue lives of WMA mixtures about five times of standard AASHTO method, specifically using RDEC method. In addition, damage analysis method justifies that the AASHTO is not a reliable approach for fatigue life prediction and the energy methods are better approaches.
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References
Kilas M, Vaitkus A, Paliukaitė M (2010) Warm mix asphalts research, analysis, and evaluation. In: Vainiūnas P, Zavadskas EK (eds) Proceedings of 10th international conference of modern building materials, structures, and techniques. Vilnius Gediminas Technical University, Vilnius, pp 149–155
Martin AE, Arambula E, Yin F, Cucalon LG, Chowdhury A, Lytton R, Epps J, Estakhri S, Park ES (2014) NCHRP Report 763. Transportation Research Board, Washington
Hafeez I, Kamal MA, Mirza MW, Barkatullah Bilal S (2013) Laboratory fatigue performance evaluation of different field laid asphalt mixtures. Constr Build Mater 44:792–797
Zaumanis M, Haritonovs V (2010) Research on properties of warm mix asphalt. Sci J Riga Techn Univ Constr Sci 11:77–84
Corrigan M (2015) Warm mix asphalt technologies and research. FHWA. https://www.fhwa.dot.gov/pavement/asphalt/wma.cfm. Accessed 20 Oct 2015
Hurley GC, Prowell BD (2005) Evaluation of Aspha-min zeolite for use in warm mix asphalt, NCAT report 05-04. National Centre for Asphalt Technology, Auburn
Buss A, Williams RC, Scharm S (2016) Evaluation of moisture susceptibility tests for warm mix asphalts. Constr Build Mater 102:358–366
Guo N, You Z, Zhao Y, Tan Y, Diab A (2014) Laboratory performance of warm mix asphalt containing recycled asphalt mixtures. Constr Build Mater 64:141–149
Topal A, Sengoz B, Kok BV, Yilmaz M, Dokandari PA, Oner J, Kaya D (2014) Evaluation of mixture characteristics of warm mix asphalt involving natural and synthetic zeolite additives. Constr Build Mater 57:38–44
Zhang J, Yang F, Pei J, Xu S, An F (2015) Viscosity-temperature characteristics of warm mix asphalt binder with Sasobit®. Constr Build Mater 78:34–39
Diefenderfer S, Hearon A (2008) Laboratory evaluation of a warm asphalt technology for use in Virginia, VTRC 09-R11. Virginia Transportation Research Council, Charlottesville
Jones D, Wu R, Tsai BW, Lu Q, Harvey JT (2008) Warm-mix asphalt study: test track construction and first-level analysis of phase 1 HVS and laboratory testing, UCPRC-RR-2008-11. Pavement Research Centre, University of California, California
Kvasnak A, Taylor A, Signore J, Bukhari S (2010) Evaluation of Gencor Green Machine Ultrafoam GX, NCAT Report 10-03. National Centre for Asphalt Technology, Auburn
Jones D, Tsai BW, Signore J (2010) Warm-mix asphalt study: laboratory test results for AkzoNobel Rediset WMX, UCPRC-CR-2010-01. Pavement Research Centre, University of California, California
You Z, Goh SW, Dai Q (2011) Laboratory evaluation of warm mix asphalt. Michigan Technological University
Mollenhauer K, Lorenzl H (2008) Testing of fatigue and deformation properties in uniaxial tension tests. In: 4th Eurasphalt and Eurobitume Congress, Copenhagen, Denmark
Mollenhauer K, Wistuba M, Rabe R (2009) Loading frequency and fatigue: in situ conditions and impact on test results. In: Pais JC (ed) 2nd conference on four point bending. University of Minho, Guimaraes, pp 261–276
Bodin D, Breysse D, Merbouh M, Moriceau L, Balay J-M (2009) Experimental study of the waveform shape effect on asphalt mixes fatigue. In: Loizos A, Partl MN, Scarpas T, Al-Qadi IL (eds) Advanced testing and characterization of bituminous materials. CRC Press, London, pp 725–734
Fakhri M, Hassani K, Ghanizadeh AR (2013) Impact of loading frequency on the fatigue behavior of SBS modified asphalt mixtures. Procedia-Soc Behav Sci 104:69–78
Al-Khateeb GG, Ghuzlan KA (2014) The combined effect of loading frequency, temperature, and stress level on the fatigue life of asphalt paving mixtures using the IDT test configuration. Int J Fatigue 59:254–261
Mannan UA, Islam MR, Tarefder RA (2015) Effects of recycled asphalt pavements on the fatigue life of asphalt under different strain levels and loading frequencies. Int J Fatigue 78:72–80
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. Int J Fatigue 47:308–318
Fakhri M (1997) Characterization of asphalt pavement materials. Ph.D. dissertation, The University of New South Wales, Sydney, Australia
AASHTO (2012) Standard specifications for transportation materials and methods of sampling and testing, 32nd edn. American Association of State Highway and Transportation Officials, Washington
ASTM (2010) Standard test method for determining fatigue failure of compacted asphalt concrete subjected to repeated flexural bending (ASTM D7460-10). ASTM International, West Conshohocken
SHRP (1994) Fatigue response of asphalt-aggregate mixes, SHRP-A-404 report. National Research Council, Washington
Monismith CL, Deacon JA, Craus J, Tangella S, Chandra SR (1990) Summary report on fatigue response of asphalt mixtures, SHRP project A-003-A. Strategic Highway Research Program, National Research Council, Washington
Van Dijk W, Moreaud H, Quedeville A, Uge P (1972) In: 3rd international conference on the structural design of asphalt pavements, Grosvenor House, Park Lane, London, pp 254–366
Pronk AC, Hopman PC (1990) Energy dissipation: the leading factor of fatigue. The United States strategic highway research program: sharing the benefits, Kensington. The Institution of Civil Engineers in Cooperation with U.S. Strategic Highway Research Program, London, pp 225–237
Rowe GM (1993) Performance of asphalt mixtures in the trapezoidal fatigue test. J Assoc Asphalt Paving Technol 62:344–384
Rowe GM, Bouldin MG (2000) Improved techniques to evaluate the fatigue resistance of asphaltic mixtures. In: 2nd Eurasphalt and Eurobitume Congress, Barcelona. Book 1-Session 1, pp 754–763
Carpenter SH, Ghuzlan KA, Shen S (2003) Fatigue endurance limit for highway and airport pavement. Transp Res Rec 1823:131–138
Shen S, Carpenter SH (2007) Dissipated energy concepts for HMA performance: fatigue and healing, COE Report no. 29. Department of Civil and Environmental Engineering, University of Illinois, Urbana-Champaign, IL
Di Benedetto H, Ashayer Soltani MA, Chaverot P (1996) Fatigue damage for bituminous mixtures: a pertinent approach. J Assoc Asphalt Paving Technol 65:142–158
Di Benedetto H, de La Roche C, Baaj H, Pronk A, Lundström R (2004) Fatigue of bituminous mixtures. Mater Struct 37(3):202–216
Di Benedetto H, de La Roche C (1998) State of the art on stiffness modulus and fatigue of bituminous mixtures. In: Francken L (ed) Bituminous binders and mixtures: state of the art and interlaboratory tests on mechanical behavior and mix design. E & FN Spon, London, pp 97–123
Di Benedetto H, Neifar M (2002) Experimental characterization and modeling of thermo-visco-plastic behavior of bituminous mixtures. In: Workshop 2: modeling of flexible pavements, BCRA 6th international confernce, Lisbon, Portugal, pp 41–50
Bodin D (2002) Modèle d’endommagement cyclique : Application à la fatigue des enrobés bitumineux. Ph.D. thesis, EC Nantes
Lundstrom R, Isacsson U (2003) Asphalt fatigue modelling using viscoelastic continuum damage theory. Road Mater Pavement Des 4(1):51–75
Pronk AC (2000) Partial healing model—curve fitting, Report W-DWW-2000-047, DWW, Delft, The Netherlands
The Asphalt Institute (1997) Mix design methods for asphalt concrete and other hot-mix types (MS-2), 6th edn. The Asphalt Institute, Lexington
Damm KW, Abraham J, Butz T, Hildebrand G, Riebesehl G (2002) Asphalt flow improvers as ‘intelligent fillers’ for hot asphalts—a new chapter in asphalt technology. J Appl Asphalt Bitumen Technol 2:36–69
Brits CH (2004) Sasobit investigation, report no. 100035/S9/2004/11/05/CHB/av/1. Geostrada Engineering Materials Laboratory, South Africa
Chowdhury A, Button JW (2008) A review of warm mix asphalt. Report no. SWUTC/08/473700-00080-1. Texas Transportation Institute, Texas A&M University System, College Station
Kim H, Lee SJ, Amirkhanian SN (2012) Influence of warm mix additives on PMA mixture properties. J Transp Eng 138:991–997
Fakhri M, Ghanizadeh AR (2014) Modelling of 3D response pulse at the bottom of asphalt layer using a novel function and artificial neural network. Int J Pavement Eng 15(8):671–688
AASHTO (2015) Standard specifications for transportation materials and methods of sampling and testing, 35th edn. American Association of State Highway and Transportation Officials, Washington
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Omrani, H., Tanakizadeh, A., Ghanizadeh, A.R. et al. Investigating different approaches for evaluation of fatigue performance of warm mix asphalt mixtures. Mater Struct 50, 149 (2017). https://doi.org/10.1617/s11527-017-1018-6
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DOI: https://doi.org/10.1617/s11527-017-1018-6