Skip to content
Open access

Dynamic Modulus Prediction of Fiber-Reinforced Asphalt Mixtures Based on XGBoost Optimized by an Improved Black-Winged Kite Algorithm

Aug 2026 · Materials · Vol 19 · 0 citations · 52 references
Medicine

TL;DR

An improved black-winged kite algorithm is employed to optimize eXtreme Gradient Boosting (XGBoost) for establishing a dynamic modulus prediction model that facilitates fiber screening and the intelligent refined design of pavement materials.

Abstract

Dynamic modulus is a key stiffness parameter in the mechanistic–empirical design of asphalt pavements. Traditional laboratory tests are time-consuming and costly, while conventional empirical models fail to characterize the nonlinear viscoelasticity introduced by fibers, and existing machine learning methods suffer from premature hyperparameter convergence and limited interpretability. To address these issues, this study employs an improved black-winged kite algorithm (IBKA) to optimize eXtreme Gradient Boosting (XGBoost) for establishing a dynamic modulus prediction model. Gaussian chaotic mapping, guided pool strategy, and adaptive step size are introduced to enhance global hyperparameter optimization capability. A dataset of 288 samples involving temperature, frequency, strain, and fiber categories is compiled from multi-condition tests. Nested cross-validation and an independent test set are adopted for internal optimization and generalization assessment, with permutation testing (1000 Monte Carlo, p < 0.001) confirming the statistical reliability of the model. The results demonstrate that IBKA–XGBoost delivers excellent accuracy and robustness, achieving an RMSE of 355.1248 MPa and an R2 of 0.9966 in NCV and 373.5450 MPa and 0.9955 on the independent test set. It outperforms BKA–XGBoost, four metaheuristic algorithms, and three conventional tuning strategies across nine evaluation metrics; compared with BKA–XGBoost, RMSE decreases by 23.9% and prediction uncertainty U95 narrows by 23.7%. SHAP and PDP analyses identify temperature as the dominant factor, reveal fiber-type differentiation governed by modulus matching and interfacial compatibility, and confirm asymmetric temperature–frequency interactions consistent with the time–temperature superposition principle. The proposed framework facilitates fiber screening and the intelligent refined design of pavement materials.

Read PDF

Similar papers

Open access Aug 2026

Predictive modeling and design optimization of concrete properties reinforced with basalt fiber under harsh environment

Basalt fiber reinforced concrete (BFRC) has recently attracted increased attention for improving durability, mechanical strength, and chemical resistance concerning harsh environmental conditions. The most noticeable gap is left in being able to predict long-term performance accurately and optimize that performance b...

V. Vairagade · 0 citations
Open access Aug 2026

Explainable ensemble learning framework for bond strength prediction in 3D printed concrete structures

A comprehensive data-driven framework integrating ensemble machine learning models with systematic hyperparameter sensitivity analysis and explainable artificial intelligence techniques is proposed, demonstrating that the XGB model significantly outperforms the other approaches, achieving superior accuracy and robust g...

Qaim Shah, Waheed Ali Khoso, Fawad Iqbal et al. · 0 citations
Sep 2026

Predictive modelling of shear capacity of retrofitted RC beams

Fibre-reinforced polymer (FRP) composites have emerged as an effective technique for enhancing the shear performance of reinforced concrete (RC) beams in existing structures. This study proposes a data-driven framework for predicting the total shear capacity (Vtotal) of FRP-retrofitted RC beams using exploratory data a...

Aleena Mariyam Jacob, D. Suraj · 0 citations
Open access Sep 2026

A Hybrid Data-Driven and Physics-Based Approach for Shear Capacity Estimation of Steel Fiber Reinforced Concrete Beams

Estimation of shear strength of steel fiber reinforced concrete (SFRC) beams is difficult because of the complex nonlinear interactions between fiber, geometry, and reinforcements. In this study, the hybrid machine learning (ML) and finite element analysis (FEA) method are utilized for estimating the load-carrying capa...

Fadhil A. Jasim, Ansam Z. Thamer, H. al-Farttoosi et al. · 0 citations
Open access 2026

Metaheuristic-optimized CatBoost models for flexural capacity prediction of reinforced UHPC beams: robustness assessment and SHAP interpretation

Predicting the flexural capacity of reinforced ultra-high-performance concrete (UHPC) beams remains challenging due to the nonlinear interactions among longitudinal reinforcement, sectional geometry, material strength, and fiber-related parameters. This study proposes an explainable metaheuristic-enhanced CatBoost fram...

V. Ngo, T. Tran, B. Vu et al. · 0 citations

We use cookies to run the site and, with your consent, for analytics and to show ads. See our Cookie Policy.