An Uncertain Prediction Model of Pavement Deterioration Using Grey System Theory (Case Study: Garmsar-Qom Highway Route)

Document Type : Research Paper

Authors

1 Industrial Engineering Department, Yazd University, Yazd, Iran

2 School of Civil Engineering, College of Engineering, University of Tehran, Tehran, Iran

3 Department of Civil & Environmental Engineering, Amirkabir University of Technology, Tehran, Iran

Abstract

Nowadays, the management of road repair and improvement is prioritized when a network of road is established. Roughness indices, pavement condition, pavement quality, skid resistance and road serviceability play an essential role in deterioration model to manage and optimize the roads. The main goal of this paper is to evaluate the necessary indices of pavement condition for modeling the deterioration process on one hand, and to consider the uncertainty of the pavement deterioration process through grey theory modelling on the other hand. Extracting all the indices is a time-consuming and costly process. Initially, the roughness indices and the pavement condition were examined by using the evaluation of grey relationships. The results showed that both indices have the same effect on the age of the pavement approximately. The IRI index was selected for grey modeling considering the same effect of two indices on pavement age. One of the reasons was the high correlation between this index and the comfort of road users for choosing the index to analyze the uncertainty of pavement deterioration in the paper. Furthermore, grey prediction model which is able to detect the future state of uncertain systems based on existing knowledge has been used in order to take into account the uncertainty in the deterioration forecasting processes. A comparison was made between this method and regression to validate the model. The results showed the average of error difference is very small between two methods and equal to 0.01.

Keywords

Main Subjects


[1] Golroo, Amir, Amirhosein Fani, and Hamed Naseri. “Pavement maintenance planning of large-scale transportation networks considering energy consumption.” Amirkabir Journal of Civil Engineering 53, no. 6 (2021): 2695-2712. (in Persian)
[2] Robinson, Richard, Uno Danielson, and Martin Snaith. “Road maintenance management.” First Edition, Macmillan, London, UK, 1998.
[3] Solatifar, Nader. “Analysis of Uncertainties in Deterioration Process of Asphalt Pavements based on Roughness Index Using LTPP Data.” Amirkabir Journal of Civil Engineering 53, no. 4 (2021): 1259-1274. (in Persian)
[4] Jafarnejad, Milad. “Modeling of asphalt pavement performance prediction (Case Study: Sari Street).” Msc Thesis, Shahrood University of Tchnology, 2016.
[5] Elhadidy, Amr A., Sherif M. El-Badawy, and Emad E. Elbeltagi. "A simplified pavement condition index regression model for pavement evaluation." International Journal of Pavement Engineering 22, no. 5 (2021): 643-652.
[6] Hasibuan, Rijal Psalmen, and Medis Sejahtera Surbakti. "Study of Pavement Condition Index (PCI) relationship with International Roughness Index (IRI) on Flexible Pavement." In MATEC web of conferences, vol. 258, p. 03019. EDP Sciences, 2019.
[7] Akbari, Reza, Amir Amini, , and Ahmad Safari Mohammadi. “Evaluation of the performance of regression and neural network models in estimating the relationship between pavement status index (PCI) and international roughness index (IRI).” Journal of Transportation Research 20, no. 2 (2023): 63-76. (in Persian)
[8] Arhin, Stephen A., Lakeasha N. Williams, Asteway Ribbiso, and Melissa F. Anderson. "Predicting pavement condition index using international roughness index in a dense urban area." Journal of Civil Engineering Research 5, no. 1 (2015): 10-17.
[9] Piryonesi, S. Madeh, and Tamer E. El-Diraby. "Examining the relationship between two road performance indicators: Pavement condition index and international roughness index." Transportation Geotechnics 26 (2021): 100441.
[10] Tsunokawa, Koji, and Joseph L. Schofer. "Trend curve optimal control model for highway pavement maintenance: Case study and evaluation." Transportation Research Part A: Policy and Practice 28, no. 2 (1994): 151-166.
[11] Ozbay, Kaan, and Ryan Laub. "Models for pavement deterioration using LTPP." (2001).
[12] ARA. “Guide for Mechanistic-Empirical Design of New and Rehabilitated Pavement Structures.” NCHRP 1-37A, National Cooperative Highway Research Program, Transportation Research Board, National Research Council, Washington, D.C., 2004.
[13] Prozzi, J. A., and S. M. Madanat. "Development of pavement performance models by combining experimental and field data." Journal of Infrastructure Systems 10, no. 1 (2004): 9-22.
[14] Bekheet, W., K. Helali, A. Halim, and J. Springer. "A Comprehensive Approach for the Development of Performance Models for Network-Level PMS Using LTPP Data." In Proceedings of 84th Annual Meeting of TRB, Washington, DC. 2005.
[15] Kargah-Ostadi, Nima, Shelley M. Stoffels, and Nader Tabatabaee. "Network-level pavement roughness prediction model for rehabilitation recommendations." Transportation Research Record 2155, no. 1 (2010): 124-133.
[16] Khattak, Mohammad Jamal, Mohammad Abdullah Nur, Mohammad Reza-Ul-Karim Bhuyan, and Kevin Gaspard. “International Roughness Index Models for HMA Overlay Treatment of Flexible and Composite Pavements for Louisiana.” Proceedings of 92nd Annual Meeting of TRB, Washington, D.C., 2013.
[17] Mohamed Jaafar, Zul Fahmi Bin, Waheed Uddin, and Yacoub Najjar. “Asphalt Pavement Roughness Modeling Using the Artificial Neural Network and Linear Regression Approaches for LTPP Southern U.S. States.” Proceedings of 95th Annual Meeting of TRB, Washington, D.C., 2016.
[18] Madelin, K. “Highway maintenance management in Shropshire.” K. Madelin, MSc, CEng, Paper 10210 Transport Board and Road Panel Transport Planning, 1994.
[19] Lancashire Country Council, Local Transport Plan (LTP). “Strategic Environmental Assessment (SEA).” Amendments Document, 2009.
[20] Hafez, Marwan, Khaled Ksaibati, and Rebecca A. Atadero. "Optimizing expert-based decision-making of pavement maintenance using artificial neural networks with pattern-recognition algorithms." Transportation Research Record 2673, no. 11 (2019): 90-100.
[21] Ghasemzadeh, Hosein, and Abolfazl Hasani. “Model Development for Predicting Bitumen Complex Shear Modulus (G*) and Phase Angle (δ) Due to Aging.” Journal of Transportation Engineering 1, no. 3 (2010): 81-91. (in Persian)
[22] Abdelaziz, Nader, Ragaa T. Abd El-Hakim, Sherif M. El-Badawy, and Hafez A. Afify. "International Roughness Index prediction model for flexible pavements." International Journal of Pavement Engineering 21, no. 1 (2020): 88-99.
[23] Mazari, Mehran, and Daniel D. Rodriguez. "Prediction of pavement roughness using a hybrid gene expression programming-neural network technique." Journal of Traffic and Transportation Engineering (English Edition) 3, no. 5 (2016): 448-455.
[24] Hu, Yongping, Wei Si, Xingxiang Kang, Yu Xue, Haopeng Wang, Tony Parry, and Gordon Dan Airey. “State of the art: multiscale evaluation of bitumen ageing behavior.” Fuel 326 (2022): 1-15.
[25] Hu, Yongping, Wei Xia, Yu Xue, Pinxue Zhao, Xuanye Wen, Wei Si, Haopeng Wang, Lu Zhou, and Gordon Dan Airey. “Evaluating the ageing degrees of bitumen by rheological and chemical indices.” Road Material & Pavement Design 24, no. 1 (2023): 1–18.
[26] Wu, Chengbin, Xingzhou Zhu, and Wei Si. “Sensitivity analysis of asphalt pavement performance under freeze-thaw cycles by applying reliability method.” Case Studies in Construction Materials 19 (2023): 1-14.
[27] Alimoradi, Saeid, Amir Golroo, and Seyed Mohammad Asgharzadeh. “Development of pavement roughness master curves using Markov Chain.” International Journal of Pavement Engineering 23, no. 2 (2020): 1-11.
[28] Babaei, A, A Kavousi, M Hemati, M.H Rezaeifar, and M. Forouzan. “Application of Markov theory in pavement condition prediction.” International Conference on Civil Engineering, Architecture and urban infrastructure, Tabriz, Iran, 2015. (in Persian)
[29] Shokoohi, Mohammad, Amir Golroo, and Abdollah Ardeshir. "Optimal planning of pavement maintenance and rehabilitation considering pavement deterioration uncertainty." AUT Journal of Civil Engineering 5, no. 3 (2021): 481-494.
[30] Rose, Susan, Binu Sara Mathew, Kuncheria P. Isaac, and A. S. Abhaya. "Risk based probabilistic pavement deterioration prediction models for low volume roads." International Journal of Pavement Engineering 19, no. 1 (2018): 88-97.
[31] Hosseini, Seyed Azim, Masoud Sabaee, Seyed Amir Saadatjoo, Saeed Fatemi, and Seyed Ali Ziaee. “Presenting a pavement condition index prediction model using the international roughness index values: a case study of selected Iranian highways.” Journal of Civil Engineering 34, no. 4 (2021): 69-80. (in Persian)
[32] Akbari, Reza, Amir Amini, and Ahmad Safari. “Developing the relationship between international pavement condition and roughness indices using regression and neural network models.” 13th National Conference and Exhibition of Bitumen, Asphalt and Machinery, 2021. (in Persian)
[33] Pourgholamali, Mohammadhosein, Samuel Labi, and Kumares C. Sinha. "Multi-objective optimization in highway pavement maintenance and rehabilitation project selection and scheduling: A state-of-the-art review." Journal of Road Engineering 3, no. 3 (2023): 239-251.
[34] Dashtizand, Maryam. “The importance of the PMS pavement management system for suburban roads and the use of spatial information systems.” 9th Conference on Asphalt and Asphalt Mixes, 2018. (in Persian)
[35] Saffarzadeh, Mahmoud , Amir Kavousi, and  Mohammad Bagheri Sari. “Development of a Pavement Management Model at the Project Level by Analytical Hierarchy Process (AHP).” Journal of Transportation Research 3, no. 2 (2006): 101-111. (in Persian)