Extreme gradient boosting model for forecasting slump and compressive strength of highperformance concrete
Abstract
The Extreme Gradient Boosting (XGBoost) model has found success across a wide range of engineering challenges because it is straightforward, flexible, and applicable to both classification and regression tasks. Concrete, a composite material made up of several intricate components, is affected by various factors, making it difficult to predict its properties with precision. This article presents an Extreme Gradient Boosting (XGBoost) model designed to predict the slump and strength of high-performance concrete (HPC) incorporating a combination of blast furnace slag and silica fume as mineral admixtures. The model was developed using an experimental dataset following the Box-Hunter statistical method. The criteria used to assess the models’ accuracy are R squared (R2) and mean squared error (MSE). The findings indicate that the XGBoost model, developed using an experimental dataset following the Box-Hunter statistical method, is well-suited for predicting both the slump and compressive strength of concrete.
Downloads
Copyright (c) 2025 Hanoi University of Civil Engineering

This work is licensed under a Creative Commons Attribution-NonCommercial-NoDerivatives 4.0 International License.
1. The Author assigns all copyright in and to the article (the Work) to the Journal of Science and Technology in Civil Engineering (JSTCE) – Hanoi University of Civil Engineering (HUCE), including the right to publish, republish, transmit, sell and distribute the Work in whole or in part in electronic and print editions of the Journal, in all media of expression now known or later developed.
2. By this assignment of copyright to the JSTCE, reproduction, posting, transmission, distribution or other use of the Work in whole or in part in any medium by the Author requires a full citation to the Journal, suitable in form and content as follows: title of article, authors’ names, journal title, volume, issue, year, copyright owner as specified in the Journal, DOI number. Links to the final article published on the website of the Journal are encouraged.
3. The Author and the company/employer agree that any and all copies of the final published version of the Work or any part thereof distributed or posted by them in print or electronic format as permitted herein will include the notice of copyright as stipulated in the Journal and a full citation to the Journal as published on the website.