Predicting the strength of waste aggregate concrete blocks using novel hybrid machine learning models and graphical user interface deployment
Concrete blocks made from waste aggregates have become a promising way to reduce waste and conserve natural resources while still offering good mechanical performance in both solid and hollow concrete blocks. This is especially relevant as more sustainable construction projects increasingly use recycled and alternative materials. This research develops a series of novel hybrid machine learning (ML) models to accurately predict compressive strength, using a dataset of 544 concrete samples from various sources. The six novel hybrid ML frameworks are designed as Hybrid Stacked Ensemble (HSE), Hybrid Residual Learning (HRL), Hybrid Weighted Ensemble (HWE), Hybrid Meta-Learning (HML), Hybrid Bayesian Stacking (HBS), and Hybrid Feature Fusion (HFF). Results show that novel Hybrid Bayesian Stacking (HBS) algorithms deliver excellent predictive accuracy across all evaluation metrics, with (R 2 = 0.998, RMSE = 0.665) during training and (R2 = 0.987, RMSE = 1.836) during testing. Furthermore, Individual Conditional Expectation (ICE) and SHapley Additive exPlanations (SHAP) analyses identified important input features and their effects on compressive strength. A graphical user interface (GUI) was developed to make predictive models accessible for practical engineering
Authors
- M Shihab Hasan
- Ayed Eid Alluqmani (ORCID: https://orcid.org/0000-0002-6204-7803)
- Sourov Paul
- Md. Abdul Khaled
- Muhammad Martuza (ORCID: https://orcid.org/0000-0003-3420-3597)
- Sameen Yasar Siddiq
- Prajnat Barua
- Md Arifuzzaman
- A. K. M. Azad
- S. M. Shishir Ahmed
Institutions
- Ahsanullah University of Science and Technology (BD)
- Qassim University (SA)
- North South University (BD)
- Leading University (BD)
- Imam Mohammad ibn Saud Islamic University (SA)
- Buraydah Colleges (SA)
- Islamic University of Madinah (SA)
- King Faisal University (SA)
Publication Details
- Journal
- Scientific Reports
- Published
- 2026-06-25
- DOI
- https://doi.org/10.1038/s41598-026-58662-0
- Primary Topic
- Innovative concrete reinforcement materials
- Type
- article
- Field-Weighted Citation Impact
- 0.00
Funders
- Deanship of Scientific Research, King Faisal University