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Civil-Comp Conferences
ISSN 2753-3239 CCC: 5
PROCEEDINGS OF THE SIXTH INTERNATIONAL CONFERENCE ON SOFT COMPUTING, MACHINE LEARNING AND OPTIMISATION IN CIVIL, STRUCTURAL AND ENVIRONMENTAL ENGINEERING Edited by: P. Iványi, J. Logo and B.H.V. Topping
Paper 3.1
Eco-friendly mortars with granite powder and fly ash and their prediction with artificial neural networks S. Malazdrewicz and L. Sadowski
Faculty of Civil Engineering, Wroclaw University of Science and Technology, Wroclaw, Poland S. Malazdrewicz, L. Sadowski, "Eco-friendly mortars with granite powder
and fly ash and their prediction
with artificial neural networks", in P. Iványi, J. Logo, B.H.V. Topping, (Editors), "Proceedings of the Sixth International Conference on
Soft Computing, Machine Learning and Optimisation in
Civil, Structural and Environmental Engineering", Civil-Comp Press, Edinburgh, UK,
Online volume: CCC 5, Paper 3.1, 2023, doi:10.4203/ccc.5.3.1
Keywords: mortar, eco-friendly, granite powder, fly ash, cement replacement, machine learning, artificial neural network.
Abstract
This paper focuses on mortar in which cement is partially replaced with siliceous fly
ash and granite powder and subjected to abrasion. To optimise the process of testing
abrasion resistance, artificial neural network (ANN) was proposed to predict results.
Predicting abrasion resistance of mortar, especially with addition of wastes is not
widely explored and requires greater academic attention. The possibility of applying
machine learning is reducing amount of destructive tests methods in favour of
prediction, therefore sustainable approach. This study confirms that it is possible to
create eco-friendly mortar with siliceous fly ash and / or granite powder and that these
materials do not deteriorate the surface of mortar samples. The most similar results of
abrasion resistance to reference samples with only Portland cement were obtained for
combination of fly ash and granite powder. The application of ANN to predict
abrasion resistance of tested mortars showed very accurate results with the network’s
worst quality at 0.967 (with 1.0 as ideal result). The quality of the network relies on
properly selected and detailed inputs. This study proved satisfactory results of
predicting abrasion resistance based on mortar’s components only.
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