Journal of Materials and Engineering Structures
Volume 12, Numéro 3, Pages 253-265
2025-09-30
Authors : Chu Tien Dung . Nguyen Quang Phuc . Luong Xuan Chieu .
This study compared four predictive models—Linear Regression (LR), Artificial Neural Networks (ANN), Random Forest (RF), and Extreme Gradient Boosting (XGBoost)—for estimating the elastic modulus of flexible asphalt pavement. ANN demonstrated the highest predictive accuracy, with an optimized architecture featuring a single hidden layer with nine neurons. It achieved the best performance, with an R² value of 0.997, RMSE of 0.677, and MAE of 0.483. LR showed the weakest results, while RF and XGBoost performed better, with XGBoost slightly outperforming RF. However, neither model surpassed ANN. The findings highlight the importance of selecting appropriate predictive models for pavement modulus estimation, as ANN effectively captured complex nonlinear relationships. Due to limited data, the study evaluated models without splitting the dataset, which may have led to an overly optimistic assessment. Future research should incorporate larger datasets from diverse pavement structures and traffic conditions to improve model generalization. Additionally, exploring hybrid modeling approaches that combine multiple machine learning algorithms could further enhance predictive accuracy, offering more robust solutions for pavement design and quality assessment.
Machine Learning ; Elastic Modulus ; Asphalt Pavement ; Quanlity Control and Assurance
Khamkhanpom Phouxay
.
Nguyen Quang Tuan
.
Hoang Thi Thanh Nhan
.
La Van Cham
.
Deuanhaksa Surya
.
pages 193-205.
Ingle Ganesh S.
.
pages 131-140.
Proffer Logan
.
Souliman Mena I.
.
pages 291-298.
Messaoudi Malika
.
pages 391-410.
Suljic Nedim
.
Prskalo Gordan
.
pages 505-516.