Effect of metakaolin replaced granulated blast furnace slag on fresh and early strength properties of geopolymer mortar

We report the effect of metakaolin (MK) substituted granulated blast furnace slag (GBFS) on the early strength of geopolymer mortars (GPMs) for potential repair applications. Such GPMs were prepared by activating MK (0-15%) replaced GBFS. Solution concentrations ratio of SiO2:Na2O were varied in the...

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Main Authors: Huseien, G., Mirza, J., Ismail, Mohamed, Ghoshal, S., Ariffin, M.
Format: Journal Article
Published: 2016
Online Access:http://hdl.handle.net/20.500.11937/73385
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author Huseien, G.
Mirza, J.
Ismail, Mohamed
Ghoshal, S.
Ariffin, M.
author_facet Huseien, G.
Mirza, J.
Ismail, Mohamed
Ghoshal, S.
Ariffin, M.
author_sort Huseien, G.
building Curtin Institutional Repository
collection Online Access
description We report the effect of metakaolin (MK) substituted granulated blast furnace slag (GBFS) on the early strength of geopolymer mortars (GPMs) for potential repair applications. Such GPMs were prepared by activating MK (0-15%) replaced GBFS. Solution concentrations ratio of SiO2:Na2O were varied in the range of 1.08-1.26 to achieve appropriate geopolymerization. Various proportion of Na2O:dry binder (7, 8, 9, 11 and 13%) were used. The mass ratios of sodium silicate to sodium hydroxide (NS:NH) and the binder to fine aggregate (B:A) were fixed to 3.0 and 0.90, respectively. The mechanical properties of the synthesized GPMs were determined at ambient temperature after 24h of casting and curing. It is demonstrated that 5% of MK replaced GBFS with 1.16 of SiO2:Na2O and 0.40 of S:B achieved an early compressive strength as much as 47.84MPa at 24h. The bond strength results exhibited the prospect of such GPMs as suitable alternative repair material.
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spelling curtin-20.500.11937-733852019-06-06T03:15:16Z Effect of metakaolin replaced granulated blast furnace slag on fresh and early strength properties of geopolymer mortar Huseien, G. Mirza, J. Ismail, Mohamed Ghoshal, S. Ariffin, M. We report the effect of metakaolin (MK) substituted granulated blast furnace slag (GBFS) on the early strength of geopolymer mortars (GPMs) for potential repair applications. Such GPMs were prepared by activating MK (0-15%) replaced GBFS. Solution concentrations ratio of SiO2:Na2O were varied in the range of 1.08-1.26 to achieve appropriate geopolymerization. Various proportion of Na2O:dry binder (7, 8, 9, 11 and 13%) were used. The mass ratios of sodium silicate to sodium hydroxide (NS:NH) and the binder to fine aggregate (B:A) were fixed to 3.0 and 0.90, respectively. The mechanical properties of the synthesized GPMs were determined at ambient temperature after 24h of casting and curing. It is demonstrated that 5% of MK replaced GBFS with 1.16 of SiO2:Na2O and 0.40 of S:B achieved an early compressive strength as much as 47.84MPa at 24h. The bond strength results exhibited the prospect of such GPMs as suitable alternative repair material. 2016 Journal Article http://hdl.handle.net/20.500.11937/73385 10.1016/j.asej.2016.11.011 http://creativecommons.org/licenses/by-nc-nd/4.0/ fulltext
spellingShingle Huseien, G.
Mirza, J.
Ismail, Mohamed
Ghoshal, S.
Ariffin, M.
Effect of metakaolin replaced granulated blast furnace slag on fresh and early strength properties of geopolymer mortar
title Effect of metakaolin replaced granulated blast furnace slag on fresh and early strength properties of geopolymer mortar
title_full Effect of metakaolin replaced granulated blast furnace slag on fresh and early strength properties of geopolymer mortar
title_fullStr Effect of metakaolin replaced granulated blast furnace slag on fresh and early strength properties of geopolymer mortar
title_full_unstemmed Effect of metakaolin replaced granulated blast furnace slag on fresh and early strength properties of geopolymer mortar
title_short Effect of metakaolin replaced granulated blast furnace slag on fresh and early strength properties of geopolymer mortar
title_sort effect of metakaolin replaced granulated blast furnace slag on fresh and early strength properties of geopolymer mortar
url http://hdl.handle.net/20.500.11937/73385