JOURNAL ARTICLE
Application of deep learning in civil engineering: boosting algorithms for predicting strength of concrete.
Published In: Journal of Intelligent & Fuzzy Systems, 2023, v. 45, n. 5. P. 9109 1 of 3
Database: Academic Search Ultimate 2 of 3
Authored By: Xie, Canrong; Wang, Jianjun; Wu, Zhiwen; Nie, Shaojun; Hu, Yichan; Huang, Sheng 3 of 3
Abstract
This article focuses on using machine learning (ML) boosting ensemble algorithms to predict the compressive strength of high-performance concrete (HPC). Five boosting methods—XGBoost, AdaBoost, Gradient Boosting Decision Tree (GBDT), LightGBM, and CatBoost—were compared, with CatBoost achieving the highest accuracy (R² = 0.975 after hyperparameter optimization). The study incorporated a broad set of input variables, including mix design parameters such as sand ratio, water-cement ratio (W/C), and water-binder ratio (W/B), to enhance model reliability. The SHapley Additive exPlanations (SHAP) method, based on game theory, was applied to interpret the model's predictions, identifying AGE (curing time), W/B, and W/C as the most influential factors on compressive strength. These findings provide theoretical and practical guidance for optimizing HPC mix designs while reducing the need for extensive experimental testing.
Additional Information
- Source:Journal of Intelligent & Fuzzy Systems. 2023/11, Vol. 45, Issue 5, p9109
- Document Type:Article
- Subject Area:Engineering
- Publication Date:2023
- ISSN:1064-1246
- DOI:10.3233/JIFS-231021
- Accession Number:173929536
- Copyright Statement:Copyright of Journal of Intelligent & Fuzzy Systems is the property of Sage Publications Inc. and its content may not be copied or emailed to multiple sites without the copyright holder's express written permission. Additionally, content may not be used with any artificial intelligence tools or machine learning technologies. However, users may print, download, or email articles for individual use. This abstract may be abridged. No warranty is given about the accuracy of the copy. Users should refer to the original published version of the material for the full abstract. (Copyright applies to all Abstracts.)
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