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Effect of Pavement Roughness and Transverse Slope on the Magnitude of Wheel Loads

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Abstract

Pavement distresses are assumed to occur uniformly along the left wheel path and right wheel path of the vehicles within a lane. However, there can be a significant difference in the magnitude of a particular distress between each of wheel paths due to transverse slope. Transverse slope significantly affects the magnitude of wheel load that is being transmitted to the top of pavement surface in each of the wheel paths. The magnitude of wheel load would be higher on the outer wheel path with reference to the median for a dual carriageway resulting in higher distresses. In a similar manner, rough pavement deteriorates at a much faster rate compared to smooth pavement as the magnitude of dynamic loads increases with increase in pavement surface roughness. Such effects are not taken into account in stress analysis and subsequent distress quantification. The focus of the current study is to quantify the magnitude of excess wheel loads due to the combined effects of pavement roughness and transverse slope. A fully loaded two-axle truck movement using TruckMaker software was simulated on a pavement surface by varying the pavement roughness and the transverse slope. Taking into account the initial roughness over a newly constructed pavement, the magnitude of axle load increased by 9% compared to the standard axle load. Further, the increase in magnitude of wheel load acting on the outer wheel path varied between 3.32 and 4.85% compared to the inner wheel path for a given pavement roughness profile by considering the standard range of transverse slopes.

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References

  1. IRC:37-2018 guidelines for the design of flexible pavements. Indian Roads Congress, New Delhi, India (2018)

  2. Hunter, R.N.: Disproving bottom-up fatigue cracking in well-constructed asphalt pavements. Proc. Inst. Civ. Eng. Constr. Mater. 170, 178–185 (2017)

    Article  Google Scholar 

  3. Tarefder, R.A.; Zaman, M.; Hobson, K.: A laboratory and statistical evaluation of factors affecting rutting. Int. J. Pavement Eng. 4, 59–68 (2003)

    Article  Google Scholar 

  4. Cebon, D.: Vehicle-generated road damage: a review. Veh. Syst. Dyn. Int. J. Veh. Mech. Mobil. 18, 107–150 (1989). https://doi.org/10.1080/00423110412331290419

    Article  Google Scholar 

  5. Adlinge, S.S.; Gupta, A.K.: Pavement deterioration and its causes. Int. J. Innov. Res. Dev. 2, 437–450 (2013)

    Google Scholar 

  6. Hicks, R.G.; Moulthrop, S.J.; Daleiden, J.: Selecting a preventive maintenance treatment for flexible pavements. Transp. Res. Rec. 1680, 99–1025 (1999)

    Article  Google Scholar 

  7. Dinegdae, Y.H.; Brigisson, B.: Effect of heavy traffic loading on predicted pavement fatigue life. In: 8th RILEM International Conference on Mechanisms of Cracking and Debonding in Pavements, pp. 389–395 (2016)

  8. CSIR Roads and Transport Technology: The Damaging Effects of Overloaded Heavy Vehicles on Roads. Department of Transport, Pretoria, Republic of South Africa (1997)

  9. Pais, J.C.; Amorim, S.I.R.; Minhoto, M.J.C.: Impact of traffic overload on road pavement performance. J. Transp. Eng. ASCE 139, 873–879 (2013)

    Article  Google Scholar 

  10. Saleh, M.; Mamlouk, M.; Owusu-Antwi, E.: Mechanistic roughness model based on vehicle–pavement interaction. Transp. Res. Rec. J. Transp. Res. Board. 1699, 114–120 (2000). https://doi.org/10.3141/1699-16

    Article  Google Scholar 

  11. Connell, S.O.; Abbo, E.; Hedrick, K.: Analyses of moving dynamic loads on pavements: part 1—vehicle response. In: International Symposium on Heavy Vehicle Weights and Dimensions Transportation Association of Canada, pp. 363–380 (1988)

  12. Heath, A.N.; Good, M.C.: Heavy vehicle design parameters and dynamic pavement loading. Aust. Road Res. 15, 249–263 (1985)

    Google Scholar 

  13. Rys, D.: Consideration of dynamic loads in the determination of axle load spectra for pavement design. Road Mater. Pavement Des. (2019). https://doi.org/10.1080/14680629.2019.1687006

    Article  Google Scholar 

  14. Hassan, R.: Highlighting dynamically loaded pavement sections with profile indices. Transp. Res. Rec. J. Transp. Res. Board. 2306, 65–72 (2012). https://doi.org/10.3141/2306-08

    Article  Google Scholar 

  15. Cebon, D.: Road damaging effects of dynamic axle loads. In: International Symposium on Heavy Vehicle Weights and Dimensions, pp. 12–15 (1986)

  16. Ervin, R.D.: The influence of weights and dimensions on the stability and control of heavy-duty trucks in Canada. Technical report, vol I. Final report. Michigan University, Ann Arbor, Transportation Research Institute. Report no. UMTRI86-35/I (1986)

  17. Gillespie, T.D.; Karamihas, S.M.: Heavy truck properties significant to pavement damage. ASTM Special Technical Publication, pp. 52–62 (1994)

  18. Lin, J.H.: Variations in dynamic vehicle load on road pavement. Int. J. Pavement Eng. (2014). https://doi.org/10.1080/10298436.2013.770512

    Article  Google Scholar 

  19. Cebon, D.: Handbook of Vehicle–Road Interaction. Swets & Zeitlinger Publishers, Lisse (1999)

    Google Scholar 

  20. Bilodeau, J.; Gagnon, L.; Doré, G.: Assessment of the relationship between the international roughness index and dynamic loading of heavy vehicles. Int. J. Pavement Eng. 18, 693–701 (2017). https://doi.org/10.1080/10298436.2015.1121780

    Article  Google Scholar 

  21. Cole, D.J.; Cebon, D.: Influence of tractor-trailer interaction on assessment of road damaging performance. Proc. Inst. Mech. Eng. Part D J. Automob. Eng. 212, 1–10 (1998). https://doi.org/10.1243/0954407981525759

    Article  Google Scholar 

  22. Chatti, K.; Lee, D.: A profilebased truck dynamic load index (DLI). In: 7th International Symposium on Heavy Vehicle Weights and Dimensions, pp. 23–34 (2002)

  23. Guo, G.; Ding, W.; Zhang, C.: Analysis of stochastic dynamic load acting on rough road by heavy-duty traffic. In: The Twelfth COTA International Conference of Transportation Professionals. Beijing, China (2012)

  24. Mucka, P.: Road roughness limit values based on measured vehicle vibration. J. Infrastruct. Syst. 23, 1–13 (2017). https://doi.org/10.1061/(ASCE)IS.1943-555X.0000325

    Article  Google Scholar 

  25. Sun, B.L.; Deng, X.: Predicting vertical dynamic loads caused by vehicle–pavement interaction. J. Transp. Eng. ASCE 124, 470–478 (1998)

    Article  Google Scholar 

  26. Cole, D.J.; Cebon, D.: Spatial repeatability of dynamic tyre forces generated by heavy vehicles. Proc. Inst. Mech. Eng. Part D J. Automob. Eng. 206, 17–27 (1992). https://doi.org/10.1243/pime_proc_1992_206_157_02

    Article  Google Scholar 

  27. Potter, T.E.C.; Cebon, D.; Cole, D.J.; Collop, A.C.: Investigation of road damage due to measured dynamic tyre forces. Proc. Inst. Mech. Eng. Part D J. Automob. Eng. 209, 9–24 (1995). https://doi.org/10.1243/pime_proc_1995_209_179_02

    Article  Google Scholar 

  28. Kavinmathi, K.; Narayan, A.S.P.; Murali Krishnan, J.; Subramanian, C.S.: Investigation of dynamic vehicle loading due to roughness of pavement—a case study. In: Advances in Materials and Pavement Performance Prediction. Doha, Qatar, pp. 281–286 (2018)

  29. Lee, D.; Chatti, K.; Baladi, G.: Development of roughness thresholds for preventive maintenance action aimed at reducing dynamic loads. Transp. Res. Rec. J. Transp. Res. Board. 1816, 26–33 (2002). https://doi.org/10.3141/1816-04

    Article  Google Scholar 

  30. Navarrina, F.; Ramírez, L.; París, J.; Nogueira, X.; Colominas, I.; Casteleiro, M.; Fernández-De-Mesa, J.R.: Comprehensive model for fatigue analysis of flexible pavements considering effects of dynamic axle loads. Transp. Res. Rec. (2015). https://doi.org/10.3141/2524-11

    Article  Google Scholar 

  31. Goenaga, B.; Fuentes, L.; Mora, O.: A practical approach to incorporate roughness-induced dynamic loads in pavement design and performance prediction. Arab. J. Sci. Eng. 44, 4339–4348 (2018). https://doi.org/10.1007/s13369-018-3414-9

    Article  Google Scholar 

  32. Razouki, S.S.; Radeef, H.Y.: Increased damage to uphill flexible pavements from trucks. Proc. Inst. Civ. Eng. Transp. 158, 33–44 (2005)

    Google Scholar 

  33. Van Der Walt, J.D.; Scheepbouwer, E.; Tighe, S.L.: Differential rutting in Canterbury New Zealand, and its relation to road camber. Int. J. Pavement Eng. 19, 798–804 (2018). https://doi.org/10.1080/10298436.2016.1208198

    Article  Google Scholar 

  34. Sivilevičius, H.; Vansauskas, V.: Research and evaluation of ruts in the asphalt pavement on Lithuanian highways. J. Civ. Eng. Manag. 19, 609–621 (2013). https://doi.org/10.3846/13923730.2013.817481

    Article  Google Scholar 

  35. Barbosa, R.S.: Vehicle dynamic response due to pavement roughness. J. Braz. Soc. Mech. Sci. Eng. XXXIII, 302–307 (2011)

    Article  Google Scholar 

  36. Mikhail, M.Y.; Mamlouk, M.S.: Effect of vehicle pavement interaction on pavement response. Transp. Res. Rec. 1570, 78–88 (1997)

    Article  Google Scholar 

  37. Shi, X.M.; Cai, C.S.: Simulation of dynamic effects of vehicles on pavement using a 3D interaction model. J. Transp. Eng. 135, 736–744 (2009). https://doi.org/10.1061/(ASCE)TE.1943-5436.0000045

    Article  Google Scholar 

  38. IRC: SP: 73-2015 Manual of specifications & standards for two laning of highways with paved shoulder. Indian Roads Congress, New Delhi, India (2015)

  39. Sweatman, P.F.: A study of dynamic wheel forces in axle group suspensions of heavy vehicles. Australian Road Research Board (1983)

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Kakara, S., Chowdary, V. Effect of Pavement Roughness and Transverse Slope on the Magnitude of Wheel Loads. Arab J Sci Eng 45, 4405–4418 (2020). https://doi.org/10.1007/s13369-020-04492-9

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