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Compressive Strength Estimation of Fly Ash/Slag Based Green Concrete by Deploying Artificial Intelligence Models
Kaffayatullah Khan1, Babatunde Abiodun Salami2, Mudassir Iqbal3,4
1Department of Civil and Environmental Engineering, College of Engineering, King Faisal University (KFU), P.O. Box 380, Al-Hofuf, Al-Ahsa 31982, Saudi Arabia.
This study optimized green concrete mixtures using artificial intelligence, finding the Gradient Boosting Tree (GBT) model superior for predicting compressive strength with industrial wastes like ground-granulated blast furnace slag (GGBFS) and fly ash (FA).
Area of Science:
- Materials Science
- Civil Engineering
- Artificial Intelligence
Background:
- Cement production releases significant carbon dioxide, necessitating sustainable alternatives like green concrete.
- Incorporating industrial wastes such as ground-granulated blast furnace slag (GGBFS) and fly ash (FA) is crucial for reducing cement usage and environmental impact.
- Accurate prediction of concrete compressive strength is vital for structural integrity and performance.
Purpose of the Study:
- To investigate the optimal ratios of GGBFS and FA in binder content for green concrete production.
- To evaluate and compare the performance of artificial intelligence models, including adaptive neurofuzzy inference system (ANFIS), gene expression programming (GEP), and gradient boosting tree (GBT), in predicting concrete compressive strength.
- To enhance the accuracy of compressive strength prediction models by detailing parameter effects and optimizing model performance.
Main Methods:
- Employed ANFIS, GEP, and GBT models to analyze the influence of GGBFS and FA on concrete compressive strength.
- Optimized hyperparameters for GEP (200 chromosomes, 5 genes, 12 head sizes) and ANFIS (aspect ratios 0.5, 0.1, 7, 150).
- Validated the trained models using 40% of experimental data, performing parametric and sensitivity analyses.
Main Results:
- The Gradient Boosting Tree (GBT) model demonstrated superior accuracy in predicting concrete compressive strength compared to ANFIS, GEP, and existing literature models.
- GBT model achieved a correlation coefficient (R) of 0.95 for both training and validation, with low mean absolute error (MAE) and root mean square error (RMSE).
- Sensitivity analysis identified concrete aging as the most influential parameter, followed by GGBFS content, aligning with established literature findings.
Conclusions:
- The GBT model offers a highly accurate and reliable approach for optimizing green concrete mix designs.
- Artificial intelligence, particularly GBT, provides a powerful tool for predicting concrete compressive strength and guiding the use of industrial wastes in sustainable construction.
- The study highlights the significant impact of material composition and aging on concrete performance, offering valuable insights for developing eco-friendly construction materials.
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