Author
Listed:
- Ahmed M. Awed
(Public Works Engineering Department, Faculty of Engineering, Mansoura University, Mansoura 35516, Egypt)
- Ahmed N. Awaad
(Public Works Engineering Department, Faculty of Engineering, Mansoura University, Mansoura 35516, Egypt)
- Mosbeh R. Kaloop
(Public Works Engineering Department, Faculty of Engineering, Mansoura University, Mansoura 35516, Egypt
Department of Civil and Environmental Engineering, Incheon National University, Incheon 22012, Republic of Korea
Incheon Disaster Prevention Research Center, Incheon National University, Incheon 22012, Republic of Korea
Digital InnoCent Ltd., London WC2A 2JR, UK)
- Jong Wan Hu
(Department of Civil and Environmental Engineering, Incheon National University, Incheon 22012, Republic of Korea
Incheon Disaster Prevention Research Center, Incheon National University, Incheon 22012, Republic of Korea)
- Sherif M. El-Badawy
(Public Works Engineering Department, Faculty of Engineering, Mansoura University, Mansoura 35516, Egypt)
- Ragaa T. Abd El-Hakim
(Public Works Engineering Department, Faculty of Engineering, Tanta University, Tanta 31527, Egypt)
Abstract
The prediction of asphalt mixture dynamic modulus ( E* ) was investigated based on 1128 E* measurements, using three regression and thirteen machine learning models. Asphalt binder properties and mixture volumetrics were characterized using the same feeding features in the NCHRP 1-37A Witczak model. However, three aggregate gradation characterization approaches were involved in both modelling techniques: the NCHRP 1-37A gradation parameters, Weibull distribution factors, and Bailey method parameters. This study evaluated the performance of these models based on various performance indicators, using both statistical and machine learning regression modeling techniques. K-fold cross-validation and learning curve analysis were conducted to assess the models’ generalization capabilities. The conclusions of this study demonstrate the superiority of the ML models, particularly the Catboost ensemble learning regression (CbR). Hyperparameter optimization and residual analysis were performed to fine-tune and confirm the heteroscedasticity of the CbR model. The Bailey-based CbR model showed the highest coefficient of determination ( R 2 ) of 0.998 and the lowest root mean square error ( RMSE ) of 220 MPa. Moreover, SHAP values interpreted the CbR model and showed the relative importance of its feeding features. Based on the findings of this study, the CbR model is suggested to accurately predict E* for a variety of asphalt mixtures. This information can be used to improve pavement design and construction, leading to more durable and long-lasting pavements.
Suggested Citation
Ahmed M. Awed & Ahmed N. Awaad & Mosbeh R. Kaloop & Jong Wan Hu & Sherif M. El-Badawy & Ragaa T. Abd El-Hakim, 2023.
"Boosting Hot Mix Asphalt Dynamic Modulus Prediction Using Statistical and Machine Learning Regression Modeling Techniques,"
Sustainability, MDPI, vol. 15(19), pages 1-27, October.
Handle:
RePEc:gam:jsusta:v:15:y:2023:i:19:p:14464-:d:1253229
Download full text from publisher
Corrections
All material on this site has been provided by the respective publishers and authors. You can help correct errors and omissions. When requesting a correction, please mention this item's handle: RePEc:gam:jsusta:v:15:y:2023:i:19:p:14464-:d:1253229. See general information about how to correct material in RePEc.
If you have authored this item and are not yet registered with RePEc, we encourage you to do it here. This allows to link your profile to this item. It also allows you to accept potential citations to this item that we are uncertain about.
If CitEc recognized a bibliographic reference but did not link an item in RePEc to it, you can help with this form .
If you know of missing items citing this one, you can help us creating those links by adding the relevant references in the same way as above, for each refering item. If you are a registered author of this item, you may also want to check the "citations" tab in your RePEc Author Service profile, as there may be some citations waiting for confirmation.
For technical questions regarding this item, or to correct its authors, title, abstract, bibliographic or download information, contact: MDPI Indexing Manager (email available below). General contact details of provider: https://www.mdpi.com .
Please note that corrections may take a couple of weeks to filter through
the various RePEc services.