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-...

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Main Authors: J.J. Chen, Q.H. Li, P.L. Ng, L.G. Li, A.K.H. Kwan
Format: Article
Language:English
Published: MDPI AG 2020-04-01
Series:Materials
Subjects:
Online Access:https://www.mdpi.com/1996-1944/13/7/1646
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spelling doaj-c113c810d70d454d99cc39199bbb9d3a2020-11-25T02:04:02ZengMDPI AGMaterials1996-19442020-04-01131646164610.3390/ma13071646Cement Equivalence of Metakaolin for Workability, Cohesiveness, Strength and Sorptivity of ConcreteJ.J. Chen0Q.H. Li1P.L. Ng2L.G. Li3A.K.H. Kwan4Department of Civil Engineering, Foshan University, Foshan 528000, ChinaDepartment of Civil Engineering, Foshan University, Foshan 528000, ChinaFaculty of Civil Engineering, Vilnius Gediminas Technical University, LT-10223 Vilnius, LithuaniaSchool of Civil and Transportation Engineering, Guangdong University of Technology, Guangzhou 510000, ChinaDepartment of Civil Engineering, The University of Hong Kong, Hong Kong 999077, ChinaA 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.https://www.mdpi.com/1996-1944/13/7/1646cement equivalent factorcohesivenessmetakaolinsorptivitystrengthworkability
collection DOAJ
language English
format Article
sources DOAJ
author J.J. Chen
Q.H. Li
P.L. Ng
L.G. Li
A.K.H. Kwan
spellingShingle J.J. Chen
Q.H. Li
P.L. Ng
L.G. Li
A.K.H. Kwan
Cement Equivalence of Metakaolin for Workability, Cohesiveness, Strength and Sorptivity of Concrete
Materials
cement equivalent factor
cohesiveness
metakaolin
sorptivity
strength
workability
author_facet J.J. Chen
Q.H. Li
P.L. Ng
L.G. Li
A.K.H. Kwan
author_sort J.J. Chen
title 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_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_sort cement equivalence of metakaolin for workability, cohesiveness, strength and sorptivity of concrete
publisher MDPI AG
series Materials
issn 1996-1944
publishDate 2020-04-01
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.
topic cement equivalent factor
cohesiveness
metakaolin
sorptivity
strength
workability
url https://www.mdpi.com/1996-1944/13/7/1646
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