Technical Papers
May 24, 2016

Modeling the Postflood Short-Term Behavior of Flexible Pavements

Publication: Journal of Transportation Engineering
Volume 142, Issue 10

Abstract

The January 2011 flood in Queensland caused severe damage to road infrastructures, which presented new challenges for the efficient management of the roads. To date, no deterioration model can accurately predict the impact of floods on pavements. To understand the impact of the January 2011 flood on the structural performance of flood-affected pavements, falling weight deflectometer (FWD) deflection data on flood-affected roads managed by the Brisbane City Council (BCC) and Roads and Maritime Services, New South Wales (RMS, NSW), Australia, were collected and examined. This paper proposes a deterministic model that expresses structural strength of pavements as a function of time. The model predicts the short-term behavior of a flexible pavement immediately after flooding. A comparison of before- and after-flood data, and flooded and nonflooded sections of the same road, indicates a consistent trend of decrease in strength due to its sustained submergence under flood water. The literature review indicates that structural strength deterioration was also observed for the pavements in New Orleans and Louisiana following Hurricanes Katrina and Rita in 2005. However, a trend of strength gain and even, in some cases, strength loss was also observed in the BCC data, which were collected 2 and 4 years postflood. The flood-affected pavements lost their structural strength faster than the predicted deterioration rate for which the road was designed. Importantly, the proposed model would facilitate the pavement engineers to quantify the postflood rapid deterioration of the structural strength. The model is sufficiently robust and can be adapted to other regions by calibrating for the local condition.

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Acknowledgments

The authors would like to thank Austroads and the ARRB Group for funding the research. A special thanks is given to Dr. Greg Stephenson from Brisbane City Council for his enormous technical support towards this research.

References

AASHTO. (1993). “AASHTO guide for design of pavement structures.” Washington, DC.
Abaza, K. A. (2004). “Deterministic performance prediction model for rehabilitation and management of flexible pavement.” Int. J. Pavement Eng., 5(2), 111–121.
Asian Development Bank. (1995). “Modelling road deterioration and maintenance effects in HDM-4, RETA 5549-REG highway development and management research final report.” Asian Development Bank, International Study of Highway Development and Management Tools.
Austroads. (2010a). “Interim network level functional road deterioration models.”, Sydney, Australia.
Austroads. (2010b). “Predicting structural deterioration of pavements at a network level—Interim models.”, Sydney, Australia.
BoM (Bureau of Meteorology). (2011). “Monthly weather review January 2011.” Australia.
BoM (Bureau of Meteorology). (2013). “Monthly weather review January 2013.” Australia.
Chai, G. W., Chowdhury, S. H., Kelly, G., Bartlett, R., and Loo, Y.-C. (2010). “Establishment of calibration factors for pavement roughness deterioration model in Southeast Queensland.” Aust. J. Civ. Eng., 8(1), 61–72.
Chen, X., and Zhang, Z. (2014). “Effects of Hurricanes Katrina and Rita flooding on Louisiana pavement performance.” Pavement materials, structures, and performance, ASCE, Reston, VA, 212–221.
CIRCLY 5.0 [Computer software]. Mincad Systems, Melbourne, Australia.
Condric, I., and Stephenson, G. (2013). “Effect of December 2010–January 2011 storm & flood event on Brisbane City council’s road network.” 15th AAPA Int. Flexible Pavements Conf., Delivering New Age Solutions, Brisbane, Australia.
Gaspard, K., Martinez, M., Zhang, Z., and Wu, Z. (2007). “Impact of Hurricane Katrina on roadways in the New Orleans Area.”, LTRC Pavement Research Group, Louisiana Dept. of Transportation and Development, Louisiana Transportation Research Center, LA.
George, K. P., Rajagopal, A. S., and Lim, L. K. (1989). “Models for predicting pavement deterioration.” Transp. Res. Board, 1215, 1–7.
Hadidi, R., and Gucunski, N. (2010). “Comparative study of static and dynamic falling weight deflectometer back-calculations using probabilistic approach.” J. Transp. Eng., 196–204.
Hashemi Tari, Y. S., Shamsabadi, S. S., Birken, R., and Wang, M. (2015). “Deterioration modeling for condition assessment of flexible pavements considering extreme weather events.” Proc. SPIE, 943721.
Helali, K., Robson, M., Nicholson, R., and Bekheet, W. (2008). “Importance of a pavement management system in assessing pavement damage from natural disasters: A case study to assess the damage from Hurricanes Katrina and Rita in Jefferson Parish, Louisiana.” 7th Int. Conf. on Managing Pavement Assets, Preserving What We Have, Investing in the Future, and Finding the Balance, Transportation Research Board, Washington, DC.
Hong, F., and Prozzi, J. (2010). “Roughness model accounting for heterogeneity based on in-service pavement performance data.” J. Transp. Eng., 205–213.
Hong, F., and Prozzi, J. (2014). “Pavement deterioration model incorporating unobserved heterogeneity for optimal life-cycle rehabilitation policy.” J. Infrastruct. Syst., 21(1), 1–11.
Khan, M. U., Mesbah, M., Ferreiraa, L., and Williams, D. J. (2014). “Developing a new road deterioration model incorporating flooding.” Proc. Inst. Civ. Eng., 167(TR5), 322–333.
Khan, M. U., Mesbah, M., Ferreiraa, L., and Williams, D. J. (2015). “Development of a post-flood road maintenance strategy: Case study Queensland, Australia.” Int. J. Pavement Eng., 1–12.
Lee, L. J., Balmaceda, P., and Hansen, B. (2014). “Pavement stabilization techniques to restore flood-affected roads in Queensland.” Proc., Geo-Hubei 2014, Int. Conf. on Sustainable Civil Infrastructure, ASCE, Reston, VA, 92–99.
Lytton, L. R. (1987). “Concepts of pavement performance prediction and modeling.” 2nd North American Conf. on Managing Pavements, Vol. 2, Transportation Research Board, Toronto, 184–194.
Mallick, R. B., Tao, M., Daniel, J. S., Jacobs, J., and Veeraragavan, A. (2015). “Development of a methodology and a tool for the assessment of vulnerability of roadways to flood induced damage.” J. Flood Risk Manage., in press.
Martin, T. C. (1996). “A review of existing pavement performance relationships.”, ARRB Transport Research, Vermont South, VIC, Australia.
Martin, T. C., Choummanivong, L., and Toole, T. (2011). “New pavement deterioration models for sealed low volume roads in Australia.” Proc., 8th Int. Conf. on Managing Pavement Assets, Transportation Research Board, Santiago, Chile.
Meegoda, J. N., and Gao, S. (2014). “Roughness progression model for asphalt pavements using long-term pavement performance data.” J. Transp. Eng., 04014037.
Meier, R. W. (1995). “Back-calculation of flexible pavement moduli from falling weight deflectometer data using artificial neural networks.”, U.S. Army Corps of Engineers, Washington, DC.
Paterson, W. D. O. (1987). “Road deterioration and maintenance effects; models for planning and management.” Johns Hopkins Univ., Baltimore.
Schwartz, C. W., and Carvalho, R. L. (2007). “Evaluation of mechanistic-empirical design procedure.”, Dept. of Civil and Environmental Engineering, Univ. of Maryland, College Park, MD.
Shamsabadi, S. S., Hashemi Tari, Y. S., Birken, R., and Wang, M. (2014). “Deterioration forecasting in flexible pavements due to floods and snow storms.” 7th European Workshop on Structural Health Monitoring, HAL Inria Open Archive.
SPSS Version 22.0 [Computer software]. IBM, Armonk, NY.
Sultana, M., Chai, G. W., Chowdhury, S. H., and Martin, T. C. (2016). “Rapid deterioration of Pavements due to flooding events in Australia.” 4th GeoChina Int. Conf., Sustainable Civil Infrastructures: Innovative Technologies for Severe Weathers and Climate Changes, ASCE, Reston, VA.
Sultana, M., Chai, G. W., Martin, T. C., and Chowdhury, S. H. (2014). “A review of the structural performance of flooded pavements.” 26th ARRB Conf.—Research Driving Efficiency.
Sultana, M., Chai, G. W., Martin, T. C., and Chowdhury, S. H. (2015). “A study on the flood affected flexible pavements in Australia.” 9th Int. Conf. on Road and Airfield Pavement Technology.
Vennapusa, P., White, D., and Miller, K. (2013). “Western Iowa Missouri River flooding—Geo-infrastructure damage assessment, repair, and mitigation strategies, IHRB project TR-638.” Center for Earthworks Engineering Research and Iowa State Univ., Ames, IA.
Watanatada, T., Harral, C. G., Paterson, W. D., Dhareshwar, A. M., Bhandari, A., and Tsunokawa, K. (1987). “The highway design and maintenance standards model, volume 1. Description of the HDM-III model.” Johns Hopkins University Press, Washington, DC.
Zhang, Z., Wu, Z., Martinez, M., and Kevin, G. (2008). “Pavement structures damage caused by Hurricane Katrina flooding.” J. Geotech. Geoenviron. Eng., 633–643.

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Go to Journal of Transportation Engineering
Journal of Transportation Engineering
Volume 142Issue 10October 2016

History

Received: Jun 1, 2015
Accepted: Mar 15, 2016
Published online: May 24, 2016
Published in print: Oct 1, 2016
Discussion open until: Oct 24, 2016

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Authors

Affiliations

Masuda Sultana [email protected]
Austroads Fellow, Griffith School of Engineering, Griffith Univ., Gold Coast, QLD 4222, Australia (corresponding author). E-mail: [email protected]
Senior Research Fellow, Griffith School of Engineering, Griffith Univ., Gold Coast, QLD 4222, Australia. E-mail: [email protected]
Chief Scientist, Asset Management, ARRB Group Ltd., Melbourne, Victoria, 500 Burwood Hwy Vermont South, Gold Coast, VIC 3133, Australia. E-mail: [email protected]
Sanaul Chowdhury, Ph.D., M.ASCE [email protected]
Senior Lecturer, Griffith School of Engineering, Griffith Univ., Gold Coast, QLD 4222, Australia. E-mail: [email protected]

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