4.6 Article

Analyzing the Compressive Strength of Ceramic Waste-Based Concrete Using Experiment and Artificial Neural Network (ANN) Approach

Journal

MATERIALS
Volume 14, Issue 16, Pages -

Publisher

MDPI
DOI: 10.3390/ma14164518

Keywords

ceramic waste powder; concrete; cement; artificial neural network; prediction; machine learning algorithms

Funding

  1. Faculty of Civil Engineering of Cracow University of Technology
  2. National Natural Science Foundation of China [51478089]
  3. Liaoning nature science fund guidance project of China [2019-ZD-0178]
  4. Basic Scientific Research Project of the Central Universities [0220/110006]

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This study aimed to evaluate the impact of ceramic waste powder on the properties of concrete and predict the compressive strength of concrete using artificial neural network and decision tree methods. The models showed good performance according to the linear coefficient correlation value, with statistical checks and validation methods confirming the precision of the model.
In a fast-growing population of the world and regarding meeting consumer's requirements, solid waste landfills will continue receiving a substantial amount of waste. The utilization of solid waste materials in concrete has gained the attention of the researchers. Ceramic waste powder (CWP) is considered to be one of the most harmful wastes for the environment, which may cause water, soil, and air pollution. The aim of this study was comprised of two phases. Phase one was based on the characterization of CWP with respect to its composition, material testing (coarse aggregate, fine aggregate, cement,) and evaluation of concrete properties both in fresh and hardened states (slump, 28 days compressive strength, and dry density). Concrete mixes were prepared in order to evaluate the compressive strength (CS) of the control mix, with partial replacement of the cement with CWP of 10 and 20% by mass of cement and 60 prepared mixes. However, phase two was based on the application of the artificial neural network (ANN) and decision tree (DT) approaches, which were used to predict the CS of concrete. The linear coefficient correlation (R-2) value from the ANN model indicates better performance of the model. Moreover, the statistical check and k-fold cross validation methods were also applied for the performance confirmation of the model. The mean absolute error (MAE), mean square error (MSE), and root mean square error (RMSE) were evaluated to confirm the model's precision.

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