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The remarkable potential of machine learning algorithms in estimating water permeability of concrete incorporating nano natural pozzolana.
Alsubai, Shtwai; Alqahtani, Abdullah; Hashim Muhodir, Sabih; Alanazi, Abed; Ahmed, Mohd; Jasim, Dheyaa J; Palani, Sivaprakasam.
Affiliation
  • Alsubai S; Department of Computer Science, College of Computer Engineering and Sciences in Al-Kharj, Prince Sattam Bin Abdulaziz University, P.O. Box 151, Al-Kharj 11942, Saudi Arabia.
  • Alqahtani A; Department of Computer Science, College of Computer Engineering and Sciences in Al-Kharj, Prince Sattam Bin Abdulaziz University, P.O. Box 151, Al-Kharj 11942, Saudi Arabia.
  • Hashim Muhodir S; Department of Architectural Engineering, Cihan University-Erbil, Kurdistan Region, Iraq.
  • Alanazi A; Department of Computer Science, College of Computer Engineering and Sciences in Al-Kharj, Prince Sattam Bin Abdulaziz University, P.O. Box 151, Al-Kharj 11942, Saudi Arabia.
  • Ahmed M; Department of Civil Engineering, College of Engineering, King Khalid University, PO Box 394, Abha 61411, Saudi Arabia.
  • Jasim DJ; Center for Engineering and Technology Innovations, King Khalid University, Abha 61421, Saudi Arabia.
  • Palani S; Department of Petroleum Engineering, Al-Amarah University College, Maysan, Iraq.
Sci Rep ; 14(1): 12532, 2024 May 31.
Article in En | MEDLINE | ID: mdl-38822007
ABSTRACT
This paper aims to estimate the permeability of concrete by replacing the laboratory tests with robust machine learning (ML)-based models. For this purpose, the potential of twelve well-known ML techniques was investigated in estimating the water penetration depth (WPD) of nano natural pozzolana (NNP)-reinforced concrete based on 840 data points. The preparation of concrete specimens was based on the different combinations of NNP content, water-to-cement (W/C) ratio, median particle size (MPS) of NNP, and curing time (CT). Comparing the results estimated by the ML models with the laboratory results revealed that the hist-gradient boosting regressor (HGBR) and K-nearest neighbors (KNN) algorithms were the most and least robust models to estimate the WPD of NNP-reinforced concrete, respectively. Both laboratory and ML results showed that the WPD of NNP-reinforced concrete decreased with the increase of the NNP content from 1 to 4%, the decrease of the W/C ratio and the MPS, and the increase of the CT. To further aid in the estimation of concrete's WPD for engineering challenges, a graphical user interface for the ML-based models was developed. Proposing such a model may be effectively employed in the management of concrete quality.
Key words

Full text: 1 Collection: 01-internacional Database: MEDLINE Language: En Journal: Sci Rep Year: 2024 Document type: Article Affiliation country: Saudi Arabia

Full text: 1 Collection: 01-internacional Database: MEDLINE Language: En Journal: Sci Rep Year: 2024 Document type: Article Affiliation country: Saudi Arabia
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