Technical Papers
Mar 14, 2017

Prediction of Flexible Pavement Deterioration in Relation to Climate Change Using Fuzzy Logic

Publication: Journal of Infrastructure Systems
Volume 23, Issue 4

Abstract

An understanding of the impacts of climate change on infrastructure is important in the context of reducing future socioeconomic losses. Previous research has introduced models based on empirical and mechanical analyses to predict the behavior of infrastructure considering climate change. However, the uncertainty and unavailability of information regarding climate change prevent the widespread use of these previous models. This paper presents a method for developing a climate impact-assessment system using fuzzy inferences to predict the alteration of infrastructure service life. Fuzzy inferences enable an understanding of the impacts of climate on infrastructure, with expert knowledge reflecting the interactions between multiple environmental factors. Based on the proposed method, the impacts of climate change on infrastructure can be analyzed by obtaining an expected service life with respect to various climate scenarios. A case study was conducted on a flexible pavement road in Alabama to show the applicability and utility of the method. The proposed method is expected to improve infrastructure management and planning practices, establishing proactive adaptation strategies to minimize additional infrastructure expenditure and damage.

Get full access to this article

View all available purchase options and get full access to this article.

Acknowledgments

This work was supported by a National Research Foundation of Korea (NRF) grant funded by the Korean government (MSIP) (NRF-2014R1A2A1A11052499 and No. 2011-0030040).

References

AASHTO. (2009). “Mechanistic-empirical pavement design guide, version 1.100.” U.S. Dept. of Transportation, Washington, DC.
Adlinge, S. S., and Gupta, A. (2013). “Pavement deterioration and its causes.” Int. J. Innovative Res. Dev., 2(4), 437–450.
Aho, S., and Saarenketo, T. (2006). “Design and repair of roads suffering spring thaw weakening.”, Swedish Road Administration, Luleå, Sweden.
Al-Omari, B., and Darter, M. I. (1994). “Relationships between international roughness index and present serviceability rating.” Transp. Res. Rec., 1435, 130–136.
Bianchini, A., and Bandini, P. (2010). “Prediction of pavement performance through neuro-fuzzy reasoning.” Comput.-Aided Civ. Infrastruct. Eng., 25(1), 39–54.
Bilgiç, T., and Turksen, I. B. (1997). “Elicitation of membership functions: How far can theory take us?” Proc., 6th IEEE Int. Conf. on Fuzzy systems, IEEE, New York, 1321–1325.
Bilgiç, T., and Türkşen, I. B. (2000). “Measurement of membership functions: Theoretical and empirical work.” Fundamentals of fuzzy sets, Springer, New York, 195–227.
Bizjak, K. F., Dawson, A., Hoff, I., Makkonen, L., Ylhäisi, J. S., and Carrera, A. (2014). “The impact of climate change on the European road network.” Proc. ICE-Transp., 167(5), 281–295.
Butt, A. A., Shahin, M. Y., Carpenter, S. H., and Carnahan, J. V. (1994). “Application of Markov process to pavement management systems at network level.” Proc., 3rd Int. Conf. on Managing Pavements, Transportation Research Board, Washington, DC, 159–172.
Camahan, J., Davis, W., Shahin, M., Keane, P., and Wu, M. (1987). “Optimal maintenance decisions for pavement management.” J. Transp. Eng., 554–572.
Changjiang, T., and Qingbai, W. (1996). “The effect of climate warming on the Qinghai-Tibet Highway, China.” Cold Reg. Sci. Technol., 24(1), 101–106.
Chinowsky, P., and Arndt, C. (2012). “Climate change and roads: A dynamic stressor-response model.” Rev. Dev. Econ., 16(3), 448–462.
Dawson, A. (2014). “Anticipating and responding to pavement performance as climate changes.” Climate change, energy, sustainability and pavements, Springer, Heidelberg, Germany, 127–157.
Doré, G., Drouin, P., Pierre, P., and Desrochers, P. (2005). “Estimation of the relationships of road deterioration to traffic and weather in Canada.” Transport Canada, Ottawa.
Eigenbrod, K., and Kennepohl, G. (1996). “Moisture accumulation and pore water pressures at base of pavements.” Transp. Res. Rec., 1546, 151–161.
FHWA (Federal Highway Administration). (2014). “LTPP 2014 and beyond.” U.S. Dept. of Transportation, Washington, DC.
FHWA (Federal Highways Administration). (2002). “Life-cycle cost analysis primer.” U.S. Dept. of Transportation, Washington, DC.
FHWA (Federal Highways Administration). (2003). “Distress identification manual for the LTPP.” U.S. Dept. of Transportation, Washington, DC.
Hall, K., and Muñoz, C. (1999). “Estimation of present serviceability index from international roughness index.” Transp. Res. Rec., 1655, 93–99.
Hashmi, K., Graham, I., and Mills, B. (2000). “Fuzzy logic based data selection for the drilling process.” J. Mater. Process. Technol., 108(1), 55–61.
Ishai, I. (1987). “A suggested methodology for the analysis of asphalt age-hardening.” J. Test. Eval., 15(3), 127–132.
Kalantari, Z., and Folkeson, L. (2013). “Road drainage in Sweden: Current practice and suggestions for adaptation to climate change.” J. Infrastruct. Syst., 147–156.
Kandhal, P. S., and Rickards, I. J. (2001). “Premature failure of asphalt overlays from stripping: Case histories.”, NSW Civil and Administrative Tribunal, Sydney, Australia.
Kaur, D., and Pulugurta, H. (2008). “Comparative analysis of fuzzy decision tree and logistic regression methods for pavement treatment prediction.” WSEAS Trans. Inform. Sci. Appl., 5(6), 979–990.
Kim, H., Kim, K., and Kim, H. (2016). “Vision-based object-centric safety assessment using fuzzy inference: Monitoring struck-by accidents with moving objects.” J. Comput. Civ. Eng., .
Koduru, H. K., Xiao, F., Amirkhanian, S. N., and Juang, C. H. (2010). “Using fuzzy logic and expert system approaches in evaluating flexible pavement distress: Case study.” J. Transp. Eng., 149–157.
Köppen, W. (1918). “Klassification der Klimate nach Temperatur, Niederschlag and Jahreslauf.” Petermanns Geographische Mitteilungen, 64(193–203), 243–248 (in German).
Kumar, S. (2004). Neural networks: A classroom approach, Tata McGraw-Hill Education, Noida, India.
Lambert, J. H., Wu, Y.-J., You, H., Clarens, A., and Smith, B. (2013). “Climate change influence on priority setting for transportation infrastructure assets.” J. Infrastruct. Syst., 36–46.
Lin, J.-D., Yau, J.-T., and Hsiao, L.-H. (2003). “Correlation analysis between international roughness index (IRI) and pavement distress by neural network.” Proc., 82th Annual Meeting of the Transportation Research Board, Transportation Research Board, Washington, DC.
Mallick, R., Radzicki, M., Daniel, J., and Jacobs, J. (2014). “Use of system dynamics to understand long-term impact of climate change on pavement performance and maintenance cost.” Transp. Res. Rec., 2455, 1–9.
Mamdani, E. H., and Assilian, S. (1975). “An experiment in linguistic synthesis with a fuzzy logic controller.” Int. J. Man-Mach. Stud., 7(1), 1–13.
Meagher, W., Daniel, J., Jacobs, J., and Linder, E. (2012). “Method for evaluating implications of climate change for design and performance of flexible pavements.” Transp. Res. Rec., 2305, 111–120.
Medasani, S., Kim, J., and Krishnapuram, R. (1998). “An overview of membership function generation techniques for pattern recognition.” Int. J. Approximate Reasoning, 19(3), 391–417.
Meehl, G. A., et al. (2013). “Climate change projections in CESM1 (CAM5) compared to CCSM4.” J. Clim., 26(17), 6287–6308.
Miller, J. S., and Bellinger, W. Y. (2014). “Distress identification manual for the long-term pavement performance program.” U.S. Dept. of Transportation, Washington, DC.
Mills, B. N., Tighe, S., Andrey, J., Smith, J. T., Parm, S., and Huen, K. (2007). Road well-traveled: Implications of climate change for pavement infrastructure in southern Canada, Environment Canada, Ottawa.
Mills, B. N., Tighe, S. L., Andrey, J., Smith, J. T., and Huen, K. (2009). “Climate change implications for flexible pavement design and performance in southern Canada.” J. Transp. Eng., 773–782.
Morcous, G., Rivard, H., and Hanna, A. (2002). “Modeling bridge deterioration using case-based reasoning.” J. Infrastruct. Syst., 86–95.
NAPA (National Asphalt Pavement Association). (2007). “National asphalt roadmap: A commitment to the future.” National Asphalt Pavement Association, Lanham, MD.
National Climatic Data Center. (2016). “Land-based station data.” ⟨https://www.ncdc.noaa.gov/data-access/land-based-station-data⟩ (Oct. 5, 2016).
Oshima, H., Yasunobu, S., and Sekino, S.-I. (1998). “Automatic train operation system based on predictive fuzzy control.” Proc., Int. Workshop on Artificial Intelligence for Industrial Applications, 1988 IEEE AI’88, IEEE, New York, 485–489.
Qiao, Y., Dawson, A., Parry, T., and Flintsch, G. (2013a). “Quantifying the effect of climate change on the deterioration of a flexible pavement.” Proc., Bearing Capacity Roads and Railways Conf., CRC-Taylor & Francis Group, Trondheim, Norway, 555–564.
Qiao, Y., Flintsch, G., Dawson, A., and Parry, T. (2013b). “Examining effects of climatic factors on flexible pavement performance and service life.” Transp. Res. Rec., 2349, 100–107.
Saara, A., and Saarenketo, T. (2006). “Managing drainage on low volume roads—Executive summary.”, Swedish Road Administration, Luleå, Sweden, 33–37.
Saaty, T. L. (1986). “Scaling the membership function.” Eur. J. Oper. Res., 25(3), 320–329.
Sayers, M. W., Gillespie, T. D., and Paterson, W. D. (1986). Guidelines for conducting and calibrating road roughness measurements, World Bank, Washington, DC.
Schweikert, A., et al. (2015). “Road infrastructure and climate change: Impacts and adaptations for South Africa.” J. Infrastruct. Syst., .
Solomon, S. (2007). Climate change 2007-the physical science basis: Working group I contribution to the fourth assessment report of the IPCC, Cambridge University Press, Cambridge, U.K.
Sun, L., and Gu, W. (2011). “Pavement condition assessment using fuzzy logic theory and analytic hierarchy process.” J. Transp. Eng., 648–655.
Tighe, S. L., Cowe Falls, L., Haas, R., and MacLeod, D. (2006). “Climate impacts and adaptations on roads in northern Canada.” Proc., Transportation Research Board 85th Annual Meeting, Transportation Research Board, Washington, DC.
Wang, C. (2015). “A study of membership functions on Mamdani-type fuzzy inference system for industrial decision-making.” Master’s thesis, Leihigh Univ., Bethlehem, PA.
Watson, D. K., and Rajapakse, R. (2000). “Seasonal variation in material properties of a flexible pavement.” Can. J. Civ. Eng., 27(1), 44–54.
Werkmeister, S. (2003). “Permanent deformation behaviour of unbound granular materials in pavement constructions.” Ph.D. thesis, Dresden Univ. of Technology, Dresden, Germany.
Willway, T., Baldachin, L., Reeves, S., Harding, M., McHale, M., and Nunn, M. (2008). “The effects of climate change on highway pavements and how to minimise them.”, Transport Research Laboratory (TRL), Wokingham, U.K.
Wirahadikusumah, R., and Abraham, D. M. (2003). “Application of dynamic programming and simulation for sewer management.” Eng. Constr. Archit. Manage., 10(3), 193–208.
Wolters, R. (2003). “Raveling of hot-mixed asphalt.” Minnesota Asphalt Pavement Association, New Brighton, MN.
Zadeh, L. A. (1965). “Fuzzy sets.” Inform. Control, 8(3), 338–353.
Zareie, A., Amin, M. S. R., and Amador-Jiménez, L. E. (2016). “Thornthwaite moisture index modeling to estimate the implication of climate change on pavement deterioration.” J. Transp. Eng., .
Zuo, G., Drumm, E. C., and Meier, R. W. (2007). “Environmental effects on the predicted service life of flexible pavements.” J. Transp. Eng., 47–56.

Information & Authors

Information

Published In

Go to Journal of Infrastructure Systems
Journal of Infrastructure Systems
Volume 23Issue 4December 2017

History

Received: Mar 8, 2016
Accepted: Dec 20, 2016
Published online: Mar 14, 2017
Discussion open until: Aug 14, 2017
Published in print: Dec 1, 2017

Permissions

Request permissions for this article.

Authors

Affiliations

Hoyoung Jeong [email protected]
Graduate Student, School of Civil and Environmental Engineering, Yonsei Univ., Seoul 03722, Korea. E-mail: [email protected]
Graduate Student, School of Civil and Environmental Engineering, Yonsei Univ., Seoul 03722, Korea. E-mail: [email protected]
Kyeongseok Kim [email protected]
Graduate Student, School of Civil and Environmental Engineering, Yonsei Univ., Seoul 03722, Korea. E-mail: [email protected]
Hyoungkwan Kim [email protected]
Professor, School of Civil and Environmental Engineering, Yonsei Univ., Seoul 03722, Korea (corresponding author). E-mail: [email protected]

Metrics & Citations

Metrics

Citations

Download citation

If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.

Cited by

View Options

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share