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.
Similar content being viewed by others
References
AASHTO (1993). AASHTO guide for design of pavement structures 1993, AASHTO, Washington, D.C.
Abaza, K. A. (2002). “Optimum flexible pavement life-cycle analysis model.” J. Transp. Eng., Vol. 128, No. 6, pp. 542–549.
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.
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.
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.
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.
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.
Frees, E. (2004). Longitudinal and panal data: Analysis and applications in the social sciences, Cambridge University Press, New York.
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.
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.
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.
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.
Highway Research Board (HRB) (1962). “The AASHO road test. Report 5-Pavement research.” HRB, National Academy of Sciences -National Research Council, Washington, DC.
Huang, Y. H. (1993). Pavement analysis and design, Prentice-Hall, Upper Saddle River, New Jersey, USA.
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.
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.
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.
Leahy, R. B. (1989). Permanent deformation characteristics of asphalt concrete, PhD Thesis, University of Maryland, College Park, Maryland.
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.
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.
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.
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.
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.
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.
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.
Sayers, S. W., Gillespie, T. D., and Queiroz, C. A. V. (1986). The international road roughness experiment, World Bank Technical Paper Number 45.
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.
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.
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.
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.
Author information
Authors and Affiliations
Corresponding author
Rights and permissions
About this article
Cite this article
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
Received:
Accepted:
Published:
Issue Date:
DOI: https://doi.org/10.1007/s12205-014-0255-2