4.6 Article

Innovative modeling techniques including MEP, ANN and FQ to forecast the compressive strength of geopolymer concrete modified with nanoparticles

Journal

NEURAL COMPUTING & APPLICATIONS
Volume 35, Issue 17, Pages 12453-12479

Publisher

SPRINGER LONDON LTD
DOI: 10.1007/s00521-023-08378-3

Keywords

Geopolymer concrete; Modeling; Compressive strength; Artificial neural network; Multi-expression programming; Sensitivity analysis

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The use of nano-materials to improve the engineering properties of GPC has gained popularity. Different machine learning techniques were used to predict the CS of GPC, and the ANN model showed the highest precision. The ratio of alkaline solution to the binder, molarity, NaOH content, curing temperature, and concrete age were identified as key factors affecting the CS of GPC.
The use of nano-materials to improve the engineering properties of different types of concrete composites including geopolymer concrete (GPC) has recently gained popularity. Numerous programs have been executed to investigate the mechanical properties of GPC. In general, compressive strength (CS) is an essential mechanical indicator for judging the quality of concrete. Traditional test methods for determining the CS of GPC are expensive, time-consuming and limiting due to the complicated interplay of a wide variety of mixing proportions and curing regimes. Therefore, in this study, artificial neural network (ANN), multi-expression programming, full quadratic, linear regression and M5P-tree machine learning techniques were used to predict the CS of GPC. In this instance, around 207 tested CS values were extracted from the literature and studied to promote the models. During the process of modeling, eleven effective variables were utilized as input model parameters, and one variable was utilized as an output. Four statistical indicators were used to judge how well the models worked, and the sensitivity analysis was carried out. According to the results, the ANN model calculated the CS of GPC with greater precision than the other models. On the other hand, the ratio of alkaline solution to the binder, molarity, NaOH content, curing temperature and concrete age have substantial effects on the CS of GPC.

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