A novel tire-pavement related parameter for improved rolling resistance predictions

Journal Article (2026)
Author(s)

W. A.A.S. Premarathna (TU Delft - Civil Engineering & Geosciences)

Kumar Anupam (TU Delft - Civil Engineering & Geosciences)

M. Moenielal (TNO)

Thijs Wensveen (TNO)

Cor Kasbergen (TU Delft - Civil Engineering & Geosciences)

Sandra M.J.G. Erkens (TU Delft - Civil Engineering & Geosciences)

Research Group
Pavement Engineering
DOI related publication
https://doi.org/10.1016/j.ijmecsci.2026.111619 Final published version
More Info
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Publication Year
2026
Language
English
Research Group
Pavement Engineering
Journal title
International Journal of Mechanical Sciences
Volume number
320
Article number
111619
Downloads counter
15
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Abstract

Accurate prediction of rolling resistance (RR) is essential for improving vehicle fuel efficiency and supporting policymakers in making sustainable environmental decisions. This study introduces a novel framework that integrates both data-driven and physics-based approaches to enhance RR prediction by incorporating tire-penetration level indicator, the Delta (δ) parameter. The research investigates the relationships between RR, the δ parameter, and texture properties to refine predictive modelling. A portable device was built to measure the in-field δ parameter using tire-pavement interaction. Machine learning (ML) techniques, including multiple linear regression (MLR), random forest regressor (RFR), artificial neural networks (ANN) and finite element method-based (FEM) tire-pavement interaction models were employed to develop and validate the framework. Findings from the FEM tire-pavement interaction model confirmed the reliability of the δ parameter. Exploratory data analysis (EDA) highlighted the strong correlation between texture metrices such as MPD, ETD, and RMS, reinforcing the δ parameter's role in tire-pavement interactions. Comparative analysis of different pavement surfaces revealed that worn surfaces contribute to higher δ parameter values and increased RR. The improvement resulting from the inclusion of the δ parameter is particularly evident in the ANN and RF models, confirming nonlinear interaction effects between tire penetration and surface texture. It was also observed that the obtained RR data follow a non-normal distribution, which most of the previous studies did not consider. A deeper statistical insight showed that the δ parameter has a significant impact on RRC prediction. The primary contribution of this study lies in demonstrating the feasibility of integrating a physics-based tire-pavement interaction parameter into ML models for rolling resistance prediction, thereby bridging mechanistic modelling and machine learning within pavement engineering.