The prime concern of this investigation was to assess the fatigue behaviour of asphalt mixtures by the addition of waste rubber tyre obtained from different automobiles, in powdered form. Bituminous asphalt mixtures were prepared with crumb rubber (various automobile waste tyres) modified bitumen and crushed aggregates. The indirect tension (IDT) fatigue test was performed to investigate the fatigue performance of bituminous asphalt mixture. As per ASTM D 4123-82 (1995), the IDT fatigue test can be conducted for stress level of 10–50% of the indirect tensile strength, hence we have chosen a stress of 35% of the indirect tensile strength of the conventional mixture. The IDT fatigue test can be carried out at wide range of temperature from 5 to 40 °C and many researchers performed fatigue test over different temperatures apart from 25 °C. In India the average temperature ranges from 32 to 40 °C, while performing test the measured temperature was 32 °C. So, the IDT fatigue tests were executed in stress-controlled manner at a stress of 200 kPa (i.e. 35% of the indirect tensile strength of conventional asphalt mixture), at a predominant temperature of 32 °C and at a loading frequency of 1 Hz. Outcomes from this research proved that the fatigue properties of asphalt mixtures were enhanced by the addition of crumb rubber as asphalt modifier. It was also perceived that the fatigue behaviour of asphalt concrete mixture modified with CRMB (crumb rubber modified bitumen) obtained from heavy automobile waste tyre was extensively higher compared to asphalt mixture modified with crumb rubber of light and medium automobiles. The fatigue life of modified asphalt mixture was higher in case of 9% crumb rubber content. And the least fatigue life among the three mixtures was light automobile waste tyre modified mixture.
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American society for testing and materials
American association of state highway and transportation officials
Scanning electron microscope
Crumb rubber modifier
Reclaimed asphalt pavement
Crumb rubber modified bitumen
Indirect tensile strength
Optimum binder content
Near variable differential transducer
Adedimila AS, Kennedy TW (1975) Repeated load indirect tensile fatigue characteristics of asphalt mixtures, Centre for Highway Research, University of Texas Austin, Research Report
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 IDT test configuration. Int J Fatigue 59:254–261
Al-Khateeb G, Shenoy A (2011) A simple quantitative method for the identification of failure due to fatigue damage. Int J Damage Mech (IJDM) 20:3–21. https://doi.org/10.1177/1056789509343084
Awanti SS, Amarnath MS, Veeraragavan A (2007) Influence of rest periods on fatigue characteristics of SBS polymer modified bituminous concrete mixtures. Int J Pavement Eng 8(3):177–186. https://doi.org/10.1080/10298430601017501
Bahia HU, Davies R (1994) Effect of crumb rubber modifiers (CRM) on performance-related properties of asphalt binders. J Assoc Asphalt Paving Technol 63:414–449
Balaa N, Napiaha M, Kamaruddina I (2018) Effect of nanosilica particles on polypropylene polymer modified asphalt mixture performance. Case Stud Constr Mater 8:447–454. https://doi.org/10.1016/j.cscm.2018.03.011
Bonnaure FP, Huibers AHJJ, Boonders A (1982) A laboratory investigation on the influence of rest periods on the fatigue characteristics of bituminous mixes. Proc Assoc Asphalt Paving Technol (APPT) 51:104–126
Boudabbous M, Millien A, Petit C (2013) Energy approach for the fatigue of thermos viscoelastic materials: application to asphalt materials in pavement surface layers. Int J Fatigue 47:308–318. https://doi.org/10.3390/su12114381
Deacon JA (1965) Fatigue of asphalt concrete. Engineering Doctor of Philosophy Dissertation. Berkeley, USA: Transport Engineering Division, University of California
Epps JA, Monismith CL (1972) Fatigue of asphalt concrete mixture-Summery of existing information. In: Fatigue ofcompacted bituminous aggregate mixtures, ASTM STP 508, American Society for Testing and Materials pp 19–45. https://doi.org/10.1520/STP38807S
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. https://doi.org/10.1080/10298436.2013.851791
Fakhri M, Javadi S, Sedghi R, Arzjani D, Zarrinpour Y (2019) Effects of deicing agents on moisture susceptibility of the WMA containing recycled crumb rubber. Constr Build Mater 227:116581. https://doi.org/10.1016/j.conbuildmat.2019.07.307
Farshad Saberi K, Fakhri M, Azami A (2017) Evaluation of warm mix asphalt mixtures containing reclaimed asphalt pavement and crumb rubber. J Clean Prod 165:1125–1132. https://doi.org/10.1016/j.jclepro.2017.07.079
Francken L (1979) Fatigue d’un Enrobe Bitumineux Soumis a` des Conditions de Sollicitations Re´alistes, la Technique Routiere. (4).
Ghuzlan K, Carpenter SC (2000) Energy-derived, damage-based failure criterion for fatigue testing. J Transp Res Board 9:141–149
Goodrich J.L (1988) Asphalt and polymer modified asphalt properties related to the performance of asphalt concrete mixes. In: Proceedings association of asphalt paving technologists (AAPT) vol 5.7 pp 116–175
Hamedi GH (2018) Effects of polymeric coating the aggregate surface on reducing moisture sensitivity of asphalt mixtures. Int J Civ Eng 16:1097–1107. https://doi.org/10.1007/s40999-017-0263-y
Huang SC, Pauli AT (2008) Particle size effect of crumb rubber on rheology and morphology of asphalt binders with long-term aging. Road Mater Pavement Des 9(1):73–95. https://doi.org/10.1080/14680629.2008.9690108
Jiang-Maio Y, Zhi L, Shao-Huai W, Xiao-Ning X (2005) A study of fatigue performance of asphalt mixes based on the uniform design method, In: Proceedings of the 24th Southern African conference, Pretoria, South Africa. doi: https://doi.org/10.1016/j.ijfatigue.2013.08.011
Kareem YNA, Chandra S (2012) Review of studies on fatigue behaviour of bituminous concrete, International Conference on Emerging Trends in Engineering and Technology.
Little DN, Button JW, White RM, Ensley EK, Kim Y, Ahmed SJ (1987) Investigation of asphalt additives, Report No FHWA/RD-87/2001. US Department of Transportation, Federal Highway Administration
Minhoto MJC, Pais JC, Fontes LPTL (2009) Evaluation of fatigue performance at different temperatures. In: proceedings of the 2nd workshop on four point bending. Guimaraes, Portugal: University of Minho
Mollenhauer K, Wistuba M, Rabe R (2009) Loading frequency and fatigue: in-situ conditions and impact on test results. In: Pais, editor. 2nd Workshop on four point bending. University of Minho. doi: 978-972-8692-42-1
Monismith CL, Deacon JA (1969) Fatigue of asphalt paving mixtures. Transp Eng J Ame SocCivil Eng 95(2):317–346
Panda RP, Das SS, Sahoo PK (2017) Optimum bitumen content for bituminious concrete–an alternative approach for estimation. Int J Civ Eng Technol 8(10):435–453
Pell PS, Cooper KE (1975) The effect of testing and mix variables on the fatigue performance of bituminous materials. J Assoc Asphalt Paving Technol 26:5618–5622
Porter BW, Kennedy TW (1975) Comparison of fatigue test method for asphalt materials. Research report 183-4, Project 3-9-72-183, Austin, USA: Centre for Highway Research, the University of Texas
Raithby KD, Sterling AB (1972) Some effects of loading history on the fatigue performance of rolled asphalt. In: Transport and road research laboratory (TRRL), Wokingham, Berkshire United Kingdom p 496
Vishnu TB, Lakshman Kh, Singh Paul Thomas, Rumjit Nelson Pynadathu (2020) Investigating the suitability of used heavy medium and light automobile tyres for bituminous mix pavement applications. Environ Dev Sustain 22(2):1505–1527. https://doi.org/10.1007/s10668-018-0260-6
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On behalf of all authors, the corresponding author states that there is no conflict of interest.
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Vishnu, T.B., Lakshman Singh, K. Experimental Investigation on Fatigue Characteristics of Asphalt Mixes with Different Automobile Waste Tyres as Modifiers. Iran J Sci Technol Trans Civ Eng (2021). https://doi.org/10.1007/s40996-021-00588-w
- Indirect tension
- Loading frequency
- Modified bitumen