Machine Learning to Predict Properties of Fresh and Hardened Alkali-Activated Concrete
Abstract
Alkali-activated concrete (AAC) is widely considered to be a sustainable alternative to Portland cement concrete. However, on account of extensive heterogeneity in composition of the aluminosilicates, coupled with the failure of classical materials science approaches to unravel the underlying composition-property linkages, reliable prediction of AAC's properties has remained infeasible. This paper presents a random forest (RF) model to predict two properties of fly ash-based AACs that are important from compliance standpoint – slump flow; and compressive strength – in relation to physiochemical attributes, curing conditions, and mixing procedures of the concretes. Results show that the RF model – once meticulously trained, and after its hyperparameters are rigorously optimized – is able to produce high fidelity predictions of both properties of new AACs. The model is also used to quantitatively assess the influence of physiochemical attributes and process parameters on the AAC's properties. Outcomes of this work present a pathway to optimization of AACs' properties.
Recommended Citation
E. Gomaa et al., "Machine Learning to Predict Properties of Fresh and Hardened Alkali-Activated Concrete," Cement and Concrete Composites, vol. 115, article no. 103863, Elsevier, Jan 2021.
The definitive version is available at https://doi.org/10.1016/j.cemconcomp.2020.103863
Department(s)
Civil, Architectural and Environmental Engineering
Second Department
Materials Science and Engineering
Third Department
Electrical and Computer Engineering
Research Center/Lab(s)
Intelligent Systems Center
Keywords and Phrases
Alkali-activated concrete; Compressive strength; Machine learning; Random forest; Slump flow
International Standard Serial Number (ISSN)
0958-9465
Document Type
Article - Journal
Document Version
Citation
File Type
text
Language(s)
English
Rights
© 2020 Elsevier, All rights reserved.
Publication Date
01 Jan 2021
Comments
Missouri Department of Transportation, Grant 1932690