Potential Modeling Of Pavement Deterioration Rate Due To Cracking

Authors

  • Wee S.Y.
  • R.A @ R.B Chan
  • Teo H.W.

DOI:

https://doi.org/10.33736/jcest.62.2009

Abstract

Bitumen pavements tend to crack at some point of their life under the combined action of traffic and the environment. These cracks are defects in the pavement surfacing which weakens the pavement and allows water to penetrate and cause further weakening. Once initiated, cracking usually increases in extent, severity and intensity, leading eventually to pavement failure. Cracking has therefore been an important indicator for road pavement maintenance. In view of the extensive road network in Malaysia covering more than 80,000 kilometers in total, the government has to spend huge sums of money on the repair of cracks under its annual road maintenance program. However, the resurfacing works have not always been successful and cracks tend to reappear after some time. The accurate prediction of crack occurrence and the effectiveness of resurfacing works to control cracks are key factors in predicting the timing and costs of road maintenance. In view of this, it is imperative that a suitable model for the prediction of crack development be derived. This model will then be able to predict the deterioration rate of pavement cracking in the future. It in turn will enable effective road rehabilitation programs be implemented in time before cracking deteriorates and leads to eventual pavement failure.

References

AASHTO(1986). Guide for Design of Pavement Structures Washington D.C.: American Association of State Highway and Transportation Officials (AASHTO)

Croney, P., & Croney, D. (1998). The Design and Performance of Road Pavements. New York City: McGraw-Hill Professional [3] Fwa, T.F. (2006). The Handbook of Highway Engineering. Boca Raton: Taylor & Francis

IPCC (2001) Climate Change 2000: The Science of Climate Change. Summary for Policymakers and Technical Summary of Working Group. http://www.ipcc.ch/ 20 October 2008

JKR & IKRAM (1993). A Guide to the Visual Assessment of Flexible Pavement Surface Conditions. Kuala Lumpur: Jabatan Kerja Raya & IKRAM

Kuo, Shiou San., Mahgoub H.S., Hoffman L.L. & Kong, Fan Zhen (2003). Development of Flexible Pavement Performance Prediction Model Based on Pavement Data. Washington D.C.: Transportation Research Board

McElvaney, J., & Snaith. M.S. (2002). Highways: The Location, Design, Construction and Maintenance of Road Pavements. Oxford: Butterworth Heinemann

Paterson, W. (1987). Road Deterioration and Maintenance Effects: Models for Planning and Management. Baltimore: The John Hopkins University Press

Pavement Condition Rating System. http://training.ce.washington.edu/WSDOT/Modules/09_pavement_evaluation/09-6_body.htm/ 25 March 2009

Pavement Surface Evualuation and Rating. http://epdfiles.engr.wisc.edu/pdf_web_files/tic/manuals/Concrete-PASERcontent_02.pdf/ 18 March 2009

Prozzi J.A., & Madanat, S. (2000). Analysis of Experimental Pavement Failure Data using Duration Models, http://www.uctc.net/papers/679.pdf/ 20 August, 2008

REAM (1998). Guide to Evaluation and Rehabilitation of Flexible Road Pavements. Kuala Lumpur: Road Engineering Association of Malaysia (REAM)

Sargious, M. (1975). Pavement and Surfacings for Highways and Airports. London: Applied Science Publishers Ltd

SHRP-P-338 (1993). Distress Identification Manual for the Long-Term Pavement Performance Project. Washington D.C.: Strategic Highway Research Program.

Thornthwaite, , C.W. (1948). An Approach Towards a Rational Classification of Climate, The Geographical Review. New York: American Geographical Society

https://doi.org/10.2307/210739

Walker, D., Entine, L. & Krummer, S. (2001).Pavement Surface Evaluation and Rating (PASER). Wisconsin: Transportation Information Center

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Published

2009-08-01

How to Cite

S.Y., W., Chan, R. @ R., & H.W., T. (2009). Potential Modeling Of Pavement Deterioration Rate Due To Cracking. Journal of Civil Engineering, Science and Technology, 1(1), 1–6. https://doi.org/10.33736/jcest.62.2009

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Articles