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JOURNAL OF MATERIALS & CONSTRUCTION

ISSN: 2734-9438

Website: www.jomc.vn

AI-Based prediction of fine-aggregate geopolymer concrete strength using machine learning algorithms

Le Thanh Ha , Do Tran Minh Vu

Abstract

This study presents a machine learning framework implemented in WEKA to predict the compressive and flexural strengths of fine-aggregate geopolymer concrete (FAGPC). Utilizing two experimental datasets (90 instances for compressive strength and 45 instances for flexural strength), the study investigated the non-linear relationships between fly ash/ ground granulated blast-furnace slag contents, curing age and strength. Four classical regression algorithms—M5P, REP Tree, Random Forest and Random Tree —were systematically evaluated using an 80/20 train-test split. Model performance was evaluated by using several statistical performance indicators, including the Correlation Coefficient (R), mean absolute error (MAE), relative absolute error (RAE), mean squared error (MSE), and root mean squared error (RMSE). The results demonstrate reliable predictive performance for both mechanical properties. For compressive strength, the Random Tree model achieved the highest correlation (R = 0.7628), while the REP Tree model yielded the lowest error (RMSE = 7.02 MPa) on the test set. For flexural strength, the Random Forest model emerged as the superior predictor, achieving an outstanding correlation coefficient (R = 0.8833) and a low RMSE of 1.00 MPa. These findings indicate that the selected input variables (precursor content, curing age) are sufficient to capture the complex behavior of FAGPC.

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