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Critical review of flexible pavement performance models

  • Highway Engineering
  • Technical Note
  • Published:
KSCE Journal of Civil Engineering Aims and scope

Abstract

Maintenance and repair of the highway network system are major expenses in the state budget. For this reason various concerned organizations are pointing out the need for developing an intelligent and efficient pavement performance model that can prioritize pavement maintenance and rehabilitation works. Such models can forecast the remaining pavement service life and pavement rehabilitation needs, and can help in the formulation of pavement maintenance and strengthening programmes which will reduce the road agency and road user costs. The flexible pavement performance or deterioration models involve the complex interaction between vehicles and the environment, and the structure and surface of the pavement. Performance models relating to the pavement distress conditions like, cracking, raveling, potholing, and roughness are analyzed and developed by various researchers. But most of these models are found applicable to a particular set of traffic or environment conditions, thus highlighting the need of model(s) that can work in varied conditions satisfactorily. The paper presents a detailed review of various pavement performance models to examine the role of factors related to pavement materials, environmental conditions, type of traffic and volume of traffic, and to identify the limitations and gaps in the present knowledge on such models.

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References

  • AASHTO (1993). AASHTO guide for design of pavement structures 1993, AASHTO, Washington, D.C.

    Google Scholar 

  • Abaza, K. A. (2002). “Optimum flexible pavement life-cycle analysis model.” J. Transp. Eng., Vol. 128, No. 6, pp. 542–549.

    Article  Google Scholar 

  • Al-Suleiman, T. I., Sinha, K. C., and Riverson, J. D. (1989). “Effects of Pavement Age and Traffic on Maintenance Effectiveness” J. Transp. Eng., Vol. 117, No. 6, pp. 644–659.

    Article  Google Scholar 

  • Archilla, A. R. and Madanat, S. M. (2001). “Estimation of rutting models by combining data from different sources.” J. Transp. Eng. Vol. 127, No. 5, pp. 379–389.

    Article  Google Scholar 

  • Brahmajaree, N., Lavansiri, D., and Tepsittitarakorn, S. (2009). “Effects of seasonal variations on the flexible pavements in thailand.” Proceedings of 6th CPT, Sapporo, Japan, pp. 283–290.

    Google Scholar 

  • Das, A. and Pandey, B. B. (1999). “Mechanistic-empirical design of bituminous roads: An indian perspective.” J. Transp. Eng., Vol. 125, No. 5, pp. 463–471.

    Article  Google Scholar 

  • Diefenderfer, B. K., Al-Qadi, I. L., and Diefenderfer, S. D. (2006). “Model to predict pavement temperature profile: development and validation.” J. Transp. Eng., Vol. 132, No. 2, pp. 162–167.

    Article  Google Scholar 

  • Frees, E. (2004). Longitudinal and panal data: Analysis and applications in the social sciences, Cambridge University Press, New York.

    Book  Google Scholar 

  • Fwa, T. F., Tan, S. A., and Zhu, L. Y. (2004). “Rutting prediction of asphalt pavement layer using C-model.” J. Transp. Eng., Vol. 130, No. 5, pp. 675–683.

    Article  Google Scholar 

  • Gulan, S., Zhu, K., Weaver, J., Shan, J., and Flora, W. F. (2001). Development of improved pavement performance prediction models for the indiana pavement management system, Final Report, Indiana Department of Transportation.

    Book  Google Scholar 

  • Gupta, A., Kumar, P., and Rastogi, R. (2012). “A critical review of flexible pavement performance models developed for Indian perspective.” Indian Highways, Journal of Indian Roads Congress, New Delhi, Vol. 40, No. 3, pp. 41–60.

    Google Scholar 

  • Harvey, J. T. and Popescu, L. (2000). Rutting of caltrans asphalt concrete and asphalt-rubber hot mix under different wheels, Tyres and Temperatures — Accelerated Pavement Testing Evaluation, Pavement Research Center, Institute of Transportation Studies, University of California, Berkeley.

    Google Scholar 

  • Highway Research Board (HRB) (1962). “The AASHO road test. Report 5-Pavement research.” HRB, National Academy of Sciences -National Research Council, Washington, DC.

    Google Scholar 

  • Huang, Y. H. (1993). Pavement analysis and design, Prentice-Hall, Upper Saddle River, New Jersey, USA.

    Google Scholar 

  • Jin, M. S., Lee, K. W., and Kovacs, W. D. (1994). “Seasonal variation of resilient modulus of subgrade soils.” J. Transp. Eng., Vol. 120, No. 4, pp. 603–616.

    Article  Google Scholar 

  • Kaloush, K. E. and Witczak, M. W. (2000). Development of a permanent to elastic strain ratio model for asphalt mixtures, NCHRP 1-37 A, Inter Team Technical Report.

    Google Scholar 

  • Kerali, H. R. (2000). Overview of the HDM-4 system, Vol. 1, The Highway Development and Management Series, International Study of Highway Development and Management (ISOHDM), World Roads Association (PIARC), Paris.

    Google Scholar 

  • Leahy, R. B. (1989). Permanent deformation characteristics of asphalt concrete, PhD Thesis, University of Maryland, College Park, Maryland.

    Google Scholar 

  • Lister, N. W. (1981). “Heavy wheel loads and road pavements-Damage relationships.” Symposium on Heavy Freight Vehicles and their Effects, Organization for Economic Cooperation and Development, Paris.

    Google Scholar 

  • Maree, J. H., Freeme, C. R., Van Zyl, N. J., and Savage, P. F. (1982). “The permanent deformation of pavements with untreated crushed stone bases as measured in heavy vehicle simulator tests”. Proc., 11 th ARRB Conf., Part 2, pp. 16–28.

    Google Scholar 

  • NCHRP (2004). Mechanistic-empirical design of new and rehabilitated pavement structures, National Cooperative Highway Research Program, NCHRP Project 1-37A, National Research Council, Washington, DC.

    Google Scholar 

  • Paterson, W. D. O. (1987). Road deterioration and maintenance effects: Models for planning and management, Highway Design and Maintenance, Standard Ser., Johns Hopkins University Press, Baltimore.

    Google Scholar 

  • Prozzi, J. A. and Madanat, S. M. (2000). “Analysis of experimental pavement failure data using probabilistic duration models,” Transportation Research Record 1699, Transportation Research Board, Washington, D.C., pp. 87–94.

    Google Scholar 

  • Prozzi, J. A. and Madanat, S. M. (2003). “Incremental nonlinear model for predicting pavement serviceability.” J. Transp. Eng., Vol. 129, No. 6, pp. 635–641.

    Article  Google Scholar 

  • Prozzi, J. A. and Madanat, S. M. (2004). “Development of pavement performance models by combining experimental and field data.” J. Infrastruct. Syst., Vol. 10, No. 1, pp. 9–22.

    Article  Google Scholar 

  • Sayers, S. W., Gillespie, T. D., and Queiroz, C. A. V. (1986). The international road roughness experiment, World Bank Technical Paper Number 45.

    Google Scholar 

  • Shahin, M. Y., Nanez, M. M., Broten, M. R., Carpenter, S. H., and Sameh, A. (1984). “New techniques for modeling pavement deterioration.” Transp. Res. Rec. 1123, Transportation Research Board, Washington, D.C., pp. 40–46.

    Google Scholar 

  • Witczak, M. W. (2004). Assessment of the allowable threshold rut depths by layers in asphalt pavement systems, Transportation Research Board, NCHRP 9-19, National Cooperative Highway Research Program, Washington, D.C.

    Google Scholar 

  • Zhou, F., Scullion, T., and Sun, L. (2004). “Verification and modeling of three-stage permanent deformation behavior of asphalt mixes.” J. Transp. Eng., Vol. 130, No. 4, pp. 486–494.

    Article  Google Scholar 

  • Zuo, G., Drumm, E. C., and Meier, R. W. (2007). “Environmental effects on the predicted service life of flexible pavements.” J. Transp. Eng., Vol. 133, No. 1, pp. 47–56.

    Article  Google Scholar 

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Correspondence to Ankit Gupta.

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Gupta, A., Kumar, P. & Rastogi, R. Critical review of flexible pavement performance models. KSCE J Civ Eng 18, 142–148 (2014). https://doi.org/10.1007/s12205-014-0255-2

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  • DOI: https://doi.org/10.1007/s12205-014-0255-2

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