Please use this identifier to cite or link to this item: https://ir.swu.ac.th/jspui/handle/123456789/27324
Title: Predicting the Mechanical Properties of RCA-Based Concrete Using Supervised Machine Learning Algorithms
Authors: Shang M.
Li H.
Ahmad A.
Ahmad W.
Ostrowski K.A.
Aslam F.
Joyklad P.
Majka T.M.
Keywords: Aggregate
Compressive strength
Concrete
Fiber
Mechanical properties
Split tensile strength
Issue Date: 2022
Publisher: MDPI
Abstract: Environment-friendly concrete is gaining popularity these days because it consumes less energy and causes less damage to the environment. Rapid increases in the population and demand for construction throughout the world lead to a significant deterioration or reduction in natural resources. Meanwhile, construction waste continues to grow at a high rate as older buildings are destroyed and demolished. As a result, the use of recycled materials may contribute to improving the quality of life and preventing environmental damage. Additionally, the application of recycled coarse aggregate (RCA) in concrete is essential for minimizing environmental issues. The compressive strength (CS) and splitting tensile strength (STS) of concrete containing RCA are predicted in this article using decision tree (DT) and AdaBoost machine learning (ML) techniques. A total of 344 data points with nine input variables (water, cement, fine aggregate, natural coarse aggregate, RCA, superplasticizers, water absorption of RCA and maximum size of RCA, density of RCA) were used to run the models. The data was validated using k-fold cross-validation and the coefficient correlation coefficient (R2 ), mean square error (MSE), mean absolute error (MAE), and root mean square error values (RMSE). However, the model’s performance was assessed using statistical checks. Additionally, sensitivity analysis was used to determine the impact of each variable on the forecasting of mechanical properties. © 2022 by the authors. Licensee MDPI, Basel, Switzerland. This article is an open access article distributed under the terms and conditions of the Creative Commons Attribution (CC BY) license (https:// creativecommons.org/licenses/by/ 4.0/).
URI: https://www.scopus.com/inward/record.uri?eid=2-s2.0-85122895161&doi=10.3390%2fma15020647&partnerID=40&md5=637434f0418f25d3d0bc463853fc778a
https://ir.swu.ac.th/jspui/handle/123456789/27324
ISSN: 19961944
Appears in Collections:Scopus 2022

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