Skip to main content
Log in

Development of a semi-parametric stochastic model of asphalt pavement crack initiation

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

Abstract

Predicting pavement performance under the combined action of traffic and the environment provides valuable information to a highway agency. The prediction of the time at which the pavement starts to crack is an essential component of pavement management. A common problem in modeling crack initiation is censoring, caused by unobserved initiation times in a typical data set. Data collection surveys are usually of limited length. Thus, some pavement sections will have already cracked by the day the survey starts; others will crack during the survey period, while others will only do so after the survey is concluded. If the œnsoring of the crack initiation times is not accounted for properly, the model may suffer from statistical biases. In this paper, an analysis of the pavement cracking data collected during the AASHO Road Test is presented. The analysis is based on the use of semi-parametric stochastic duration modeling techniques. Duration models enable the stochastic nature of pavement crack initiation to be represented as well as censored data to be incorporated in the statistical estimation of the model parameters. The results show that the crack initiation model provides very good fit to the data, and that the parameter estimates obtained have the correct signs and relative magnitudes.

This is a preview of subscription content, log in via an institution to check access.

Access this article

Price excludes VAT (USA)
Tax calculation will be finalised during checkout.

Instant access to the full article PDF.

Similar content being viewed by others

References

  • GEIPOT (1982).Research on the Interrelationships between Costs of Highway Construction, Maintenance and Utilization (PCIR), Final Report, 12 volumes, Empresa Brasileira de Planejamento de Transportes (GEIPOT), Ministry of Transport, Brasilia.

    Google Scholar 

  • Greene, W.H. (2000).Econometric Analysis, Fourth Edition, Prentice-Hall.

  • Hosmer, Jr. D.W. and Lemeshow, S. (1999).Applied Survival Analysis-Regression Modeling of Time to Event Data, John Wiley and Sons.

  • HRB (1962)The AASHO Road Test—Report 5- Pavement Research, Highway Research Board Special Report 61E, Publication No. 954, National Research Council

  • Kalbfleisch, J.D. and Prentice, R.L. (1980).The Statistical Analysis of Failure Time Data, John Wiley and Sons.

  • Madanat, S., Bulusu, S., and Mahmoud, A. (1995). “Estimation of infrastructure distress initiation and progression models.”ASCE Journal of Infrastructure Systems, Vol. 1, No. 3.

  • Madanat, S. and Shin, H. C. (1998). Development of distress progression models using panel data sets of in-service pavements,Transportation Research Record 1643, TRB, National Research Council.

  • Paterson, W.D.O. (1987). Road deterioration and maintenance effects,The Highway and Maintenance Standard Series, Johns Hopkins University Press.

  • Queiroz, C.A.V. (1981).Performance Prediction Models for Pavement Management in Brazil, Ph.D. dissertation, University of Texas, Austin, TX.

    Google Scholar 

  • SHRP (1993).Distress Identification Manual for the Long-Term Pavement Performance Project, Report SHRP-P-338, Strategic Highway Research Program, National Research Council.

Download references

Author information

Authors and Affiliations

Authors

Corresponding author

Correspondence to Hee Cheol Shin.

Rights and permissions

Reprints and permissions

About this article

Cite this article

Shin, H.C. Development of a semi-parametric stochastic model of asphalt pavement crack initiation. KSCE J Civ Eng 10, 189–194 (2006). https://doi.org/10.1007/BF02824060

Download citation

  • Received:

  • Accepted:

  • Issue Date:

  • DOI: https://doi.org/10.1007/BF02824060

Keywords

Navigation