nanoll extt
Please use this identifier to cite or link to this item: http://lrcdrs.bennett.edu.in:80/handle/123456789/578
Full metadata record
DC FieldValueLanguage
dc.contributor.authorBansal, Tushar-
dc.date.accessioned2023-03-27T06:31:24Z-
dc.date.available2023-03-27T06:31:24Z-
dc.date.issued2022-
dc.identifier.issn0263-2241-
dc.identifier.urihttps://doi.org/10.1016/j.measurement.2021.110202-
dc.identifier.urihttp://lrcdrs.bennett.edu.in:80/handle/123456789/578-
dc.description.abstractAs concrete is one of the most common material used in the construction industry, it is essential to monitor and predict the strength development during curing/hydration process in order to avoid unexpected catastrophic failure during the construction process. Hence, this paper presents equivalent structural parameters-based strength monitoring and prediction of ternary blended concrete system using machine learning (ML). Different piezo configurations were adopted to check their sensitivity and suitability in real-life applications and ML models were developed based on the extracted impedance data acquired using piezo sensors. Comparing the sensitivity of different piezo configurations, embedded configuration performed the best during the hydration process and strength gain. Furthermore, fine gaussian support vector machine (SVM) model best predicted the compressive strength with an error of less than 2% and coefficient of determination (R2) value of 1 and 0.99 for ternary blended and conventional concrete system, respectively. © 2021 Elsevier Ltden_US
dc.language.isoenen_US
dc.publisherElsevier B.V.en_US
dc.subjectCompressive strength prediction; Electro-mechanical impedance technique; Machine learning; Non-destructive technique; Sustainable concreteen_US
dc.titleEquivalent structural parameters based non-destructive prediction of sustainable concrete strength using machine learning models via piezo sensoren_US
dc.typeArticleen_US
dc.indexedSWCen_US
Appears in Collections:Journal Articles_Civil

Files in This Item:
File Description SizeFormat 
1291_Equivalent_structural_parameters_based_non_destructive_prediction_of.pdf
  Restricted Access
7.24 MBAdobe PDFView/Open Request a copy

Contact admin for Full-Text

Items in DSpace are protected by copyright, with all rights reserved, unless otherwise indicated.