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Cement Equivalence of Metakaolin for Workability, Cohesiveness, Strength and Sorptivity of Concrete
A series of concrete mixes with metakaolin (MK) content ranging from 0 to 30% and water/cementitious materials (W/CM) ratio varying from 0.30 to 0.50 were produced for performance testing. The results showed that adding MK up to 20% as ordinary Portland cement (OPC) replacement best improved the 28-...
Autores principales: | , , , , |
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Formato: | Online Artículo Texto |
Lenguaje: | English |
Publicado: |
MDPI
2020
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Materias: | |
Acceso en línea: | https://www.ncbi.nlm.nih.gov/pmc/articles/PMC7178314/ https://www.ncbi.nlm.nih.gov/pubmed/32252396 http://dx.doi.org/10.3390/ma13071646 |
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author | Chen, J.J. Li, Q.H. Ng, P.L. Li, L.G. Kwan, A.K.H. |
author_facet | Chen, J.J. Li, Q.H. Ng, P.L. Li, L.G. Kwan, A.K.H. |
author_sort | Chen, J.J. |
collection | PubMed |
description | A series of concrete mixes with metakaolin (MK) content ranging from 0 to 30% and water/cementitious materials (W/CM) ratio varying from 0.30 to 0.50 were produced for performance testing. The results showed that adding MK up to 20% as ordinary Portland cement (OPC) replacement best improved the 28-day and 70-day cube strengths, whereas adding MK up to 30% as OPC replacement always increased the cohesiveness and decreased the sorptivity, but impaired the workability. Moreover, the cement equivalent factor (CEF), i.e. the equivalent mass of OPC per mass of MK added, for each performance attribute, including workability and cohesiveness, was evaluated. Whilst the actual CEF of MK was generally higher at a higher W/CM ratio and lower at a higher MK content, overall, the average CEFs were found to be 1.98, 2.17, 3.83, 1.93, 2.12, and 4.70 for slump, flow, cohesiveness, 28-day cube strength, 70-day cube strength, and sorptivity coefficient, respectively. These CEF values indicated that the MK is a highly effective cementitious material for improving the cohesiveness, strength, and durability. Moreover, it has been demonstrated that the CEFs for workability and cohesiveness are useful parameters in aiding the mix design of MK concrete. |
format | Online Article Text |
id | pubmed-7178314 |
institution | National Center for Biotechnology Information |
language | English |
publishDate | 2020 |
publisher | MDPI |
record_format | MEDLINE/PubMed |
spelling | pubmed-71783142020-04-28 Cement Equivalence of Metakaolin for Workability, Cohesiveness, Strength and Sorptivity of Concrete Chen, J.J. Li, Q.H. Ng, P.L. Li, L.G. Kwan, A.K.H. Materials (Basel) Article A series of concrete mixes with metakaolin (MK) content ranging from 0 to 30% and water/cementitious materials (W/CM) ratio varying from 0.30 to 0.50 were produced for performance testing. The results showed that adding MK up to 20% as ordinary Portland cement (OPC) replacement best improved the 28-day and 70-day cube strengths, whereas adding MK up to 30% as OPC replacement always increased the cohesiveness and decreased the sorptivity, but impaired the workability. Moreover, the cement equivalent factor (CEF), i.e. the equivalent mass of OPC per mass of MK added, for each performance attribute, including workability and cohesiveness, was evaluated. Whilst the actual CEF of MK was generally higher at a higher W/CM ratio and lower at a higher MK content, overall, the average CEFs were found to be 1.98, 2.17, 3.83, 1.93, 2.12, and 4.70 for slump, flow, cohesiveness, 28-day cube strength, 70-day cube strength, and sorptivity coefficient, respectively. These CEF values indicated that the MK is a highly effective cementitious material for improving the cohesiveness, strength, and durability. Moreover, it has been demonstrated that the CEFs for workability and cohesiveness are useful parameters in aiding the mix design of MK concrete. MDPI 2020-04-02 /pmc/articles/PMC7178314/ /pubmed/32252396 http://dx.doi.org/10.3390/ma13071646 Text en © 2020 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 (http://creativecommons.org/licenses/by/4.0/). |
spellingShingle | Article Chen, J.J. Li, Q.H. Ng, P.L. Li, L.G. Kwan, A.K.H. Cement Equivalence of Metakaolin for Workability, Cohesiveness, Strength and Sorptivity of Concrete |
title | Cement Equivalence of Metakaolin for Workability, Cohesiveness, Strength and Sorptivity of Concrete |
title_full | Cement Equivalence of Metakaolin for Workability, Cohesiveness, Strength and Sorptivity of Concrete |
title_fullStr | Cement Equivalence of Metakaolin for Workability, Cohesiveness, Strength and Sorptivity of Concrete |
title_full_unstemmed | Cement Equivalence of Metakaolin for Workability, Cohesiveness, Strength and Sorptivity of Concrete |
title_short | Cement Equivalence of Metakaolin for Workability, Cohesiveness, Strength and Sorptivity of Concrete |
title_sort | cement equivalence of metakaolin for workability, cohesiveness, strength and sorptivity of concrete |
topic | Article |
url | https://www.ncbi.nlm.nih.gov/pmc/articles/PMC7178314/ https://www.ncbi.nlm.nih.gov/pubmed/32252396 http://dx.doi.org/10.3390/ma13071646 |
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