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Estimating the compressive strength of plastic concrete samples using machine learning algorithms

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Abstract

Determining the mechanical properties of plastic concrete samples through experimental investigation is costly and time-consuming. This research used supervised machine learning (ML) techniques, including Decision Tree (DT), Random Forest (RF), Gradient Boost (GB), Extreme Gradient Boost (XGBoost), Support Vector Machine (SVM), and K-Nearest Neighborhood (KNN) for predicting the compressive strength of the plastic concrete samples considering different values of cement, water, water-to-cement ratio, bentonite, temperature, and sand. The models' performances are compared and evaluated using the correlation of coefficient (R2) score, Mean Absolute Error (MAE), Mean Square Error (MSE), and Root Mean Square Error (RMSE). According to the results, the DT model was more effective in predicting with R2 = 0.87. In addition, a sensitivity analysis was carried out to determine each parameter's contribution level in implementing models using the RF algorithm. Consequently, it was shown that ML techniques are valuable tools for predicting the mechanical properties of plastic concrete in a more time and cost-effective way compared to laboratory tests.

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The authors did not receive support from any organization for the submitted work. All authors certify that they have no affiliations with or involvement in any organization or entity with any financial interest or non-financial interest in the subject matter or materials discussed in this manuscript.

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Ali Alishvandi, Javad Karimi, Siavash Damari, Arsham Moayedi Far, Mohammad Setodeh Pour and Morteza Ahmadi wrote the main manuscript text. All authors reviewed the manuscript.

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Correspondence to Ali Alishvandi.

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Alishvandi, A., Karimi, J., Damari, S. et al. Estimating the compressive strength of plastic concrete samples using machine learning algorithms. Asian J Civ Eng 25, 1503–1516 (2024). https://doi.org/10.1007/s42107-023-00857-1

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  • DOI: https://doi.org/10.1007/s42107-023-00857-1

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