Optimizing Artificial Neural Networks For The Evaluation Of Asphalt Pavement Structural Performance

Authors

  • Gaetano Bosurgi Dept of Engineering, University of Messina, Messina, Italy
  • Orazio Pellegrino Dept of Engineering, University of Messina, Messina, Italy
  • Giuseppe Sollazzo Dept of Engineering, University of Messina, Messina, Italy

DOI:

https://doi.org/10.7250/bjrbe.2019-14.433

Keywords:

Artificial Neural Network (ANN), asphalt pavement, Long Term Pavement Performance (LTPP), neural network optimisation, Pavement Management System (PMS), structural performance

Abstract

Artificial Neural Networks represent useful tools for several engineering issues. Although they were adopted in several pavement-engineering problems for performance evaluation, their application on pavement structural performance evaluation appears to be remarkable. It is conceivable that defining a proper Artificial Neural Network for estimating structural performance in asphalt pavements from measurements performed through quick and economic surveys produces significant savings for road agencies and improves maintenance planning. However, the architecture of such an Artificial Neural Network must be optimised, to improve the final accuracy and provide a reliable technique for enriching decision-making tools. In this paper, the influence on the final quality of different features conditioning the network architecture has been examined, for maximising the resulting quality and, consequently, the final benefits of the methodology. In particular, input factor quality (structural, traffic, climatic), “homogeneity” of training data records and the actual net topology have been investigated. Finally, these results further prove the approach efficiency, for improving Pavement Management Systems and reducing deflection survey frequency, with remarkable savings for road agencies.

References

Adeli, H. (2001). Neural networks in civil engineering: 1989–2000. Computer‐ Aided Civil and Infrastructure Engineering, 16(2), 126-142. https://doi.org/10.1111/0885-9507.00219

Agarwal, P. K., Das, A., & Chakroborty, P. (2006). Simple model for structural evaluation of asphalt concrete pavements at the network level. Journal of infrastructure systems, 12(1), 41-49. https://doi.org/10.1061/(ASCE)1076-0342(2006)12:1(41)

Alexandre, L. A., Campilho, A. C., & Kamel, M. (2000). Combining independent and unbiased classifiers using weighted average. In Pattern Recognition, 2000. Proceedings. 15th International Conference on (Vol. 2, pp. 495-498). IEEE. https://doi.org/10.1109/ICPR.2000.906120

Amadore, A., Bosurgi, G., Pellegrino, O., & Sollazzo, G. (2016). Compaction of Open-Graded HMAs Evaluated by a Fuzzy Clustering Technique. In 8th RILEM International Symposium on Testing and Characterization of Sustainable and Innovative Bituminous Materials (pp. 243-254). Springer, Dordrecht. https://doi.org/10.1007/978-94-017-7342-3_20

Attoh-Okine, N. O. (1994). Predicting roughness progression in flexible pavements using artificial neural networks. In Transportation Research Board Conference Proceedings (Vol. 1, No. 1).

Bianchini, A., & Bandini, P. (2010). Prediction of pavement performance through neuro‐fuzzy reasoning. Computer‐Aided Civil and Infrastructure Engineering, 25(1), 39-54. https://doi.org/10.1111/j.1467-8667.2009.00615.x

Bosurgi, G., & Trifirò, F. (2005). A model based on artificial neural networks and genetic algorithms for pavement maintenance management. International Journal of Pavement Engineering, 6(3), 201-209. https://doi.org/10.1080/10298430500195432

Bosurgi, G., Carbone, F., Pellegrino, O., & Sollazzo, G. (2017). Time Reduction for Completion of a Civil Engineering Construction Using Fuzzy Clustering Techniques. Periodica Polytechnica Transportation Engineering, 45(1), 25-34. https://doi.org/10.3311/PPtr.9810

Bosurgi, G., D’Andrea, A., & Pellegrino, O. (2013). What variables affect to a greater extent the driver’s vision while driving?. Transport, 28(4), 331-340. https://doi.org/10.3846/16484142.2013.864329

Ceylan, H., Bayrak, M. B., & Gopalakrishnan, K. (2014). Neural networks applications in pavement engineering: A recent survey. International Journal of Pavement Research and Technology, 7(6), 434-444. https://doi.org/10.6135%2fijprt.org.tw%2f2014.7(6).434

Doughty, M. S. (1997). Applications of neural network in transportation. Transportation Research Part C: Emerging Technologies, 5(5), 255-257. https://doi.org/10.1016/S0968-090X(97)00013-2

Eldin, N. N., & Senouci, A. B. (1995). A pavement condition‐rating model using backpropagation neural networks. Computer‐Aided Civil and Infrastructure Engineering, 10(6), 433-441. https://doi.org/10.1111/j.1467-8667.1995.tb00303.x

Elseifi, M., Abdel-Khalek, A. M., & Dasari, K. (2012). Implementation of rolling wheel deflectometer (RWD) in PMS and pavement preservation. Report FHWA/11.492, Louisiana Department of Transportation and Development.

Flood, I., & Kartam, N. (1994). Neural networks in civil engineering. I: Principles and understanding. Journal of computing in civil engineering, 8(2), 131-148. https://doi.org/10.1061/(ASCE)0887-3801(1994)8:2(131)

Fwa, T. F., & Chan, W. T. (1993). Priority rating of highway maintenance needs by neural networks. Journal of Transportation Engineering, 119(3), 419-432. https://doi.org/10.1061/(ASCE)0733-947X(1993)119:3(419)

Graupe, D. (2013). Principles of artificial neural networks (Vol. 7). World Scientific.

Hashem, S. (1997). Optimal linear combinations of neural networks. Neural networks, 10(4), 599-614. https://doi.org/10.1016/S0893-6080(96)00098-6

Hashem, S., & Schmeiser, B. (1995). Improving model accuracy using optimal linear combinations of trained neural networks. IEEE Transactions on neural networks, 6(3), 792-794. https://doi.org/10.1109/72.377990

He, J., Qi, Z., Hang, W., Zhao, C., & King, M. (2014). Predicting freeway pavement construction cost using a Back-Propagation neural network: A case study in Henan, China. Baltic Journal of Road and Bridge Engineering, 9 (1), 66-76. https://doi.org/10.3846/bjrbe.2014.09

Kuncheva, L. I. (2002). A theoretical study on six classifier fusion strategies. IEEE Transactions on Pattern Analysis & Machine Intelligence, (2), 281-286. https://doi.org/10.1109/34.982906

Park, K., Thomas, N. E., & Wayne Lee, K. (2007). Applicability of the international roughness index as a predictor of asphalt pavement condition. Journal of Transportation Engineering, 133(12), 706-709. https://doi.org/10.1061/(ASCE)0733-947X(2007)133:12(706)

Plati, C., Georgiou, P., & Papavasiliou, V. (2016). Simulating pavement structural condition using artificial neural networks. Structure and Infrastructure Engineering, 12(9), 1127-1136. https://doi.org/10.1080/15732479.2015.1086384

Pozarycki, A. (2015). Pavement diagnosis accuracy with controlled application of artificial neural network. Baltic Journal of Road and Bridge Engineering, 10 (4), 355-364. https://doi.org/10.3846/bjrbe.2015.45

Priddy, K. L., & Keller, P. E. (2005). Artificial neural networks: an introduction (Vol. 68). SPIE press.

Rada, G. R., Perera, R., & Prabhakar, V. (2012). Relating Ride Quality and Structural Adequacy for Pavement Rehabilitation/Design Decisions (No. FHWA-HRT-12-035).

Rakesh, N., Jain, A. K., Reddy, M. A., & Reddy, K. S. (2006). Artificial neural networks—genetic algorithm based model for backcalculation of pavement layer moduli. International Journal of Pavement Engineering, 7(3), 221-230. https://doi.org/10.1080/10298430500495113

Roberts, C. A., & Attoh‐Okine, N. O. (1998). A comparative analysis of two artificial neural networks using pavement performance prediction. Computer‐Aided Civil and Infrastructure Engineering, 13(5), 339-348. https://doi.org/10.1111/0885-9507.00112

Rohani, A., Abbaspour-Fard, M. H., & Abdolahpour, S. (2011). Prediction of tractor repair and maintenance costs using Artificial Neural Network. Expert Systems with Applications, 38(7), 8999-9007. https://doi.org/10.1016/j.eswa.2011.01.118

Shekharan, A. (1999). Assessment of relative contribution of input variables to pavement performance prediction by artificial neural networks. Transportation Research Record: Journal of the Transportation Research Board, (1655), 35-41. https://doi.org/10.3141/1655-06

Sollazzo, G., Fwa, T. F., & Bosurgi, G. (2017). An ANN model to correlate roughness and structural performance in asphalt pavements. Construction and Building Materials, 134, 684-693. https://doi.org/10.1016/j.conbuildmat.2016.12.186

Sollazzo, G., Wang, K. C. P., Bosurgi, G., & Li, J. Q. (2016). Hybrid procedure for automated detection of cracking with 3D pavement data. Journal of Computing in Civil Engineering, 30(6), 04016032. https://doi.org/10.1061/(ASCE)CP.1943-5487.0000597

Swingler, K. (1996). Applying neural networks: a practical guide. Morgan Kaufmann.

Terzi, S. (2007). Modeling the pavement serviceability ratio of flexible highway pavements by artificial neural networks. Construction and Building Materials, 21(3), 590-593. https://doi.org/10.1016/j.conbuildmat.2005.11.001

Tosti, F., Ciampoli, L. B., D’Amico, F., Alani, A. M., & Benedetto, A. (2018). An experimental-based model for the assessment of the mechanical properties of road pavements using ground-penetrating radar. Construction and Building Materials, 165, 966-974. https://doi.org/10.1016/j.conbuildmat.2018.01.179

Transportation Officials. (1993). AASHTO guide for design of pavement structures, 1993 (Vol. 1). AASHTO.

Wang, K. C. (2011). Elements of automated survey of pavements and a 3D methodology. Journal of Modern Transportation, 19(1), 51-57. https://doi.org/10.1007/BF03325740

Wang, K. C., & Li, Q. (2011). Pavement smoothness prediction based on fuzzy and gray theories. Computer‐Aided Civil and Infrastructure Engineering, 26(1), 69-76. https://doi.org/10.1111/j.1467-8667.2009.00639.x

Wu, Z., Zhang, Z., & Abadie, C. (2013). Determining structural strength of existing asphalt layer using condition survey data. International Journal of Pavement Engineering, 14(7), 603-611. https://doi.org/10.1080/10298436.2012.677845

Yi, J.H., Kim, Y.S., Mun, S.H., and Kim, J.M. (2010). Evaluation of structural integrity of asphalt pavement system from FWD test data considering modelling errors. Baltic Journal of Road and Bridge Engineering, 5 (1), 10-18. https://doi.org/10.3846/bjrbe.2010.02

Zhang, Z., Manuel, L., Damnjanovic, I., & Li, Z. (2003). Development of a new methodology for characterizing pavement structural condition for network-level applications. Texas Dept. of Transportation, Austin, TX.

Ziari, H., Sobhani, J., Ayoubinejad, J., & Hartmann, T. (2016). Prediction of IRI in short and long terms for flexible pavements: ANN and GMDH methods. International journal of pavement engineering, 17(9), 776-788. https://doi.org/10.1080/10298436.2015.1019498

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Published

28.03.2019

How to Cite

Bosurgi, G., Pellegrino, O., & Sollazzo, G. (2019). Optimizing Artificial Neural Networks For The Evaluation Of Asphalt Pavement Structural Performance. The Baltic Journal of Road and Bridge Engineering, 14(1), 58-79. https://doi.org/10.7250/bjrbe.2019-14.433