Utilizing artificial neural networks to predict the asphalt pavement profile temperature in western Europe

dc.contributor.authorGhalandari, Taher
dc.contributor.authorShi, Lei
dc.contributor.authorSadeghi-Khanegah, Farshid
dc.contributor.authorVan den Bergh, Wim
dc.contributor.authorVuye, Cedric
dc.date.accessioned2025-10-29T11:29:29Z
dc.date.issued2023
dc.departmentGebze Teknik Üniversitesi
dc.description.abstractThe temperature profile significantly influences the structural performance of asphalt pavement since it influences various mechanical parameters such as stiffness, strength, and fatigue life. The present study aims to achieve two main objectives. Firstly, to explore the potential of Machine Learning (ML) approaches in predicting asphalt pavement profile temperature in the western Europe climate. Secondly, to determine the impact of different weather parameters on the effectiveness of the prediction models. Therefore, three ML algorithms are used to develop asphalt temperature prediction models: autoencoder network, Feedforward Neural Network (FFNN), and Long Short-Term Memory (LSTM). The performance of different ML algorithms is assessed by comparing the accuracy of the prediction models. The analysis results indicated that the autoencoder network is the most accurate algorithm in predicting asphalt pavement temperatures at various depths. Regarding the weather parameters' input dimension, a direct relationship was observed between the number of input dimensions and the performance of the prediction models, where the model using all weather data performs best. The accuracy of the developed ML and a validated FE model were compared with the collected experimental data in terms of Mean Absolute Error (MAE). The average MAEs were calculated between 0.25 and 0.31 degrees C and 1.05-1.19 degrees C for ML and FEM approaches, respectively. The results showed the ability of ML algorithms to predict the temperature of asphalt pavement with a higher degree of accuracy compared to numerical models with no extra information about material properties or boundary conditions.
dc.description.sponsorshipUniversity of Antwerp
dc.description.sponsorshipThis research did not receive any form of funding from public agencies, commercial, or not-for-profit sectors. The first author would like to acknowledge the University of Antwerp for the doctoral funding.
dc.identifier.doi10.1016/j.cscm.2023.e02130
dc.identifier.issn2214-5095
dc.identifier.orcid0000-0003-1628-1559
dc.identifier.orcid0000-0002-2872-4380
dc.identifier.orcid0000-0002-3552-378X
dc.identifier.scopus2-s2.0-85159295709
dc.identifier.scopusqualityQ1
dc.identifier.urihttps://doi.org/10.1016/j.cscm.2023.e02130
dc.identifier.urihttps://hdl.handle.net/20.500.14854/11129
dc.identifier.volume18
dc.identifier.wosWOS:001008933800001
dc.identifier.wosqualityQ1
dc.indekslendigikaynakWeb of Science
dc.indekslendigikaynakScopus
dc.language.isoen
dc.publisherElsevier
dc.relation.ispartofCase Studies in Construction Materials
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanı
dc.rightsinfo:eu-repo/semantics/openAccess
dc.snmzKA_WOS_20251020
dc.subjectAsphalt pavement
dc.subjectPavement temperature prediction
dc.subjectRoad surface temperature
dc.subjectMachine learning
dc.subjectTemperature prediction models
dc.subjectArtificial neural network
dc.titleUtilizing artificial neural networks to predict the asphalt pavement profile temperature in western Europe
dc.typeArticle

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