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International Journal of Pavement Engineering Volume 15, 2014 - Issue 4
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Articles

Third-order polynomial equations of municipal urban low-volume pavement for the most common distress types

Muhammad MubarakiDepartment of Civil Engineering, College of Engineering, The University of Jazan, Jazan706, Saudi ArabiaCorrespondence[email protected]
Pages 303-308 | Received 20 Aug 2012, Accepted 04 Dec 2012, Published online: 17 Jan 2013

References

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  • Jackson, N., Deighton, R., and Huft, D., 1996. Development of pavement performance curves for individual distress indexes in South Dakota based on expert opinion. Journal of Transportation Research Record (TRR), 1524, 121–131.
  • Lytton, R., 1987. Concepts of pavement performance prediction and modelling. In: Proceeding of the second North American conference on managing pavements, Vol. 2, Toronto, Canada, 3–19.
  • Mubaraki, M. and Thom, N., 2008. Analysis of distress in flexible pavement on Riyadh roads network. In: Proceeding of the 10th international conference on applications of advanced technologies in transportation, Athens, Vol. 2, The National Technical University (NTUA), Athens, 385–1394.
  • Pepper, W., 2004. Interactive statistics for the behavioral science. Sunderland: Sinauer Associates.
  • Prozzi, J. and Madanat, S., 2004. Development of pavement performance models by combining experimental and field data. Journal of Infrastructure Systems, 10 (1), 9–22.
  • Shahin, M., 2002. Pavement for airports, roads, and parking lots. New York: Chapman & Hall.

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