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Dataset on predictive compressive strength model for self-compacting concrete

The determination of compressive strength is affected by many variables such as the water cement (WC) ratio, the superplasticizer (SP), the aggregate combination, and the binder combination. In this dataset article, 7, 28, and 90-day compressive strength models are derived using statistical analysis...

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Detalles Bibliográficos
Autores principales: Ofuyatan, O.M., Edeki, S.O.
Formato: Online Artículo Texto
Lenguaje:English
Publicado: Elsevier 2018
Materias:
Acceso en línea:https://www.ncbi.nlm.nih.gov/pmc/articles/PMC5988516/
https://www.ncbi.nlm.nih.gov/pubmed/29876441
http://dx.doi.org/10.1016/j.dib.2018.02.008
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author Ofuyatan, O.M.
Edeki, S.O.
author_facet Ofuyatan, O.M.
Edeki, S.O.
author_sort Ofuyatan, O.M.
collection PubMed
description The determination of compressive strength is affected by many variables such as the water cement (WC) ratio, the superplasticizer (SP), the aggregate combination, and the binder combination. In this dataset article, 7, 28, and 90-day compressive strength models are derived using statistical analysis. The response surface methodology is used toinvestigate the effect of the parameters: Varying percentages of ash, cement, WC, and SP on hardened properties-compressive strengthat 7,28 and 90 days. Thelevels of independent parameters are determinedbased on preliminary experiments. The experimental values for compressive strengthat 7, 28 and 90 days and modulus of elasticity underdifferent treatment conditions are also discussed and presented.These dataset can effectively be used for modelling and prediction in concrete production settings.
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spelling pubmed-59885162018-06-06 Dataset on predictive compressive strength model for self-compacting concrete Ofuyatan, O.M. Edeki, S.O. Data Brief Engineering The determination of compressive strength is affected by many variables such as the water cement (WC) ratio, the superplasticizer (SP), the aggregate combination, and the binder combination. In this dataset article, 7, 28, and 90-day compressive strength models are derived using statistical analysis. The response surface methodology is used toinvestigate the effect of the parameters: Varying percentages of ash, cement, WC, and SP on hardened properties-compressive strengthat 7,28 and 90 days. Thelevels of independent parameters are determinedbased on preliminary experiments. The experimental values for compressive strengthat 7, 28 and 90 days and modulus of elasticity underdifferent treatment conditions are also discussed and presented.These dataset can effectively be used for modelling and prediction in concrete production settings. Elsevier 2018-02-09 /pmc/articles/PMC5988516/ /pubmed/29876441 http://dx.doi.org/10.1016/j.dib.2018.02.008 Text en © 2018 The Authors http://creativecommons.org/licenses/by/4.0/ This is an open access article under the CC BY license (http://creativecommons.org/licenses/by/4.0/).
spellingShingle Engineering
Ofuyatan, O.M.
Edeki, S.O.
Dataset on predictive compressive strength model for self-compacting concrete
title Dataset on predictive compressive strength model for self-compacting concrete
title_full Dataset on predictive compressive strength model for self-compacting concrete
title_fullStr Dataset on predictive compressive strength model for self-compacting concrete
title_full_unstemmed Dataset on predictive compressive strength model for self-compacting concrete
title_short Dataset on predictive compressive strength model for self-compacting concrete
title_sort dataset on predictive compressive strength model for self-compacting concrete
topic Engineering
url https://www.ncbi.nlm.nih.gov/pmc/articles/PMC5988516/
https://www.ncbi.nlm.nih.gov/pubmed/29876441
http://dx.doi.org/10.1016/j.dib.2018.02.008
work_keys_str_mv AT ofuyatanom datasetonpredictivecompressivestrengthmodelforselfcompactingconcrete
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