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Numerical modelling of rutting performance of asphalt concrete pavement containing phase change material

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Abstract

This paper aims to propose a systematic numerical modelling framework to quantify the effects of phase change material (PCM) on the early-stage rutting performance of asphalt concrete pavement. Materials, structures, environments and traffic loads of the pavement system were characterized, modelled and implemented into a finite element model. Hourly variations in environmental and traffic conditions for the pavement structure were considered. The temperature profile in the pavement was calculated from a finite-difference heat transfer model, while the frequency distributions of traffic loads were obtained from the artificial intelligence-based finite element model updating. Based on the results, the accumulated rut depth in the asphalt concrete after the first week of pavement service was reduced by 4% by adding only 3% PEG/SiO2 PCM in the top sublayer of the asphalt concrete course. This study demonstrated that via advanced methodologies such as artificial intelligence and finite element simulation and model updating, the effectiveness of using PCM to control asphalt concrete pavement rutting performance can be evaluated.

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Some or all data, models, or code that support the findings of this study are available from the corresponding author upon reasonable request.

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Authors and Affiliations

  1. Department of Civil and Environmental Engineering, Washington State University, Pullman, WA, 99164, USA

    Yong Deng

  2. Ingram School of Engineering, Texas State University, San Marcos, TX, 78666, USA

    Xijun Shi

  3. CCCC Second Highway Consultants Co., Ltd, Wuhan, 430052, Hubei, China

    Yazhou Zhang

  4. College of Civil and Transportation Engineering, Hohai University, Nanjing, 210098, Jiangsu, China

    Jun Chen

Authors
  1. Yong Deng
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  2. Xijun Shi
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  3. Yazhou Zhang
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  4. Jun Chen
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Correspondence to Xijun Shi.

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Deng, Y., Shi, X., Zhang, Y. et al. Numerical modelling of rutting performance of asphalt concrete pavement containing phase change material. Engineering with Computers 39, 1167–1182 (2023). https://doi.org/10.1007/s00366-021-01507-3

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  • DOI: https://doi.org/10.1007/s00366-021-01507-3

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