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Strength predictive modelling of soils treated with calcium-based additives blended with eco-friendly pozzolans—A machine learning approach

Eyo, Eyo U.; Abbey, Samuel J.; Booth, Colin A.

Strength predictive modelling of soils treated with calcium-based additives blended with eco-friendly pozzolans—A machine learning approach Thumbnail


Authors

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Dr Eyo Eyo Eyo.Eyo@uwe.ac.uk
Lecturer in Geotechnical Engineering

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Samuel Abbey Samuel.Abbey@uwe.ac.uk
Associate Director - Engineering Practice and Management/Associate Professor

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Colin Booth Colin.Booth@uwe.ac.uk
Professor of Smart and Sustainable Infrastructures



Abstract

The unconfined compressive strength (UCS) of a stabilised soil is a major mechanical parameter in understanding and developing geomechanical models, and it can be estimated directly by either lab testing of retrieved core samples or remoulded samples. However, due to the effort, high cost and time associated with these methods, there is a need to develop a new technique for predicting UCS values in real time. An artificial intelligence paradigm of machine learning (ML) using the gradient boosting (GB) technique is applied in this study to model the unconfined compressive strength of soils stabilised by cementitious additive-enriched agro-based pozzolans. Both ML regression and multinomial classification of the UCS of the stabilised mix are investigated. Rigorous sensitivity-driven diagnostic testing is also performed to validate and provide an understanding of the intricacies of the decisions made by the algorithm. Results indicate that the well-tuned and optimised GB algorithm has a very high capacity to distinguish between positive and negative UCS categories (‘firm’, ‘very stiff’ and ‘hard’). An overall accuracy of 0.920, weighted recall rates and precision scores of 0.920 and 0.938, respectively, were produced by the GB model. Multiclass prediction in this regard shows that only 12.5% of misclassified instances was achieved. When applied to a regression problem, a coefficient of determination of approximately 0.900 and a mean error of about 0.335 were obtained, thus lending further credence to the high performance of the GB algorithm used. Finally, among the eight input features utilised as independent variables, the additives seemed to exhibit the strongest influence on the ML predictive modelling.

Citation

Eyo, E. U., Abbey, S. J., & Booth, C. A. (2022). Strength predictive modelling of soils treated with calcium-based additives blended with eco-friendly pozzolans—A machine learning approach. Materials, 15(13), Article 4575. https://doi.org/10.3390/ma15134575

Journal Article Type Article
Acceptance Date Jun 23, 2022
Online Publication Date Jun 29, 2022
Publication Date Jul 1, 2022
Deposit Date Jul 6, 2022
Publicly Available Date Jul 6, 2022
Journal Materials MDPI
Print ISSN 1996-1944
Electronic ISSN 1996-1944
Publisher MDPI
Peer Reviewed Peer Reviewed
Volume 15
Issue 13
Article Number 4575
DOI https://doi.org/10.3390/ma15134575
Keywords machine learning; artificial intelligence; pozzolans; cement; gradient boosting; soil stabilisation; rice husk ash; palm oil fuel ash; unconfined compressive strength
Public URL https://uwe-repository.worktribe.com/output/9665242
Publisher URL https://www.mdpi.com/
Additional Information This article belongs to the Special Issue Functional Materials, Machine Learning, and Optimization

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Strength predictive modelling of soils treated with calcium-based additives blended with eco-friendly Pozzolans—A machine learning approach (6.2 Mb)
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http://creativecommons.org/licenses/by/4.0/

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Copyright Statement
Copyright: © 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/).




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