Influence of different curing temperatures and alkali activators on properties of GBFS geopolymer mortars containing fly ash and palm oil fuel ash

This paper reports the influence of different curing temperatures, calcium content and different types of alkali activator solutions on properties of geopolymer mortars (GPM) containing industrial and agricul- tural wastes, such as granulated blast furnace slag (GBFS), fly ash (FA) and palm oil fuel...

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Main Authors: Ghasan, Fahim Huseien, Mirza, Jahangir, Ismail, Mohammad, Hussin, Mohd Warid
Format: Article
Published: ELSEVIER 2016
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Online Access:http://eprints.utm.my/id/eprint/68394/
http://dx.doi.org/10.1016/j.conbuildmat.2016.08.153
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Institution: Universiti Teknologi Malaysia
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spelling my.utm.683942017-11-20T08:52:06Z http://eprints.utm.my/id/eprint/68394/ Influence of different curing temperatures and alkali activators on properties of GBFS geopolymer mortars containing fly ash and palm oil fuel ash Ghasan, Fahim Huseien Mirza, Jahangir Ismail, Mohammad Hussin, Mohd Warid TA Engineering (General). Civil engineering (General) This paper reports the influence of different curing temperatures, calcium content and different types of alkali activator solutions on properties of geopolymer mortars (GPM) containing industrial and agricul- tural wastes, such as granulated blast furnace slag (GBFS), fly ash (FA) and palm oil fuel ash (POFA). Three kinds of GPM were prepared using activated solutions of sodium hydroxide (NH) with sodium silicate (NS), NS alone, and sodium silicate plus water (NSW). All these mixtures were subjected to eight molar (8 M) concentration of NH solution, alkaline liquid to binder ratio of 0.30, NS to NH ratio of 3.0, binder to fine aggregate ratio of 1.5 at different curing temperatures of 27, 60 and 90 ° C. Results revealed that the reaction products and the GPM strengths depended strongly on the nature of compositions, acti- vators and curing temperatures. Alkaline activators formed a crystalline calcium silicate hydrate (CSH) which co-existed with amorphous gel. The observed enhancement in the compressive strength and the microstructure of GPM was attributed to the creation of extra CSH with increasing calcium content. A cor- relation between the compressive strength and the main product of geopolymerization process, namely, sodium aluminosilicate hydrate (NASH) gel was established based on the bond between Portland cement concrete substrate and GPM. ELSEVIER 2016-01-10 Article PeerReviewed Ghasan, Fahim Huseien and Mirza, Jahangir and Ismail, Mohammad and Hussin, Mohd Warid (2016) Influence of different curing temperatures and alkali activators on properties of GBFS geopolymer mortars containing fly ash and palm oil fuel ash. Construction and Building Materials, 125 . pp. 1229-1240. ISSN 0950-0618 http://dx.doi.org/10.1016/j.conbuildmat.2016.08.153
institution Universiti Teknologi Malaysia
building UTM Library
collection Institutional Repository
continent Asia
country Malaysia
content_provider Universiti Teknologi Malaysia
content_source UTM Institutional Repository
url_provider http://eprints.utm.my/
topic TA Engineering (General). Civil engineering (General)
spellingShingle TA Engineering (General). Civil engineering (General)
Ghasan, Fahim Huseien
Mirza, Jahangir
Ismail, Mohammad
Hussin, Mohd Warid
Influence of different curing temperatures and alkali activators on properties of GBFS geopolymer mortars containing fly ash and palm oil fuel ash
description This paper reports the influence of different curing temperatures, calcium content and different types of alkali activator solutions on properties of geopolymer mortars (GPM) containing industrial and agricul- tural wastes, such as granulated blast furnace slag (GBFS), fly ash (FA) and palm oil fuel ash (POFA). Three kinds of GPM were prepared using activated solutions of sodium hydroxide (NH) with sodium silicate (NS), NS alone, and sodium silicate plus water (NSW). All these mixtures were subjected to eight molar (8 M) concentration of NH solution, alkaline liquid to binder ratio of 0.30, NS to NH ratio of 3.0, binder to fine aggregate ratio of 1.5 at different curing temperatures of 27, 60 and 90 ° C. Results revealed that the reaction products and the GPM strengths depended strongly on the nature of compositions, acti- vators and curing temperatures. Alkaline activators formed a crystalline calcium silicate hydrate (CSH) which co-existed with amorphous gel. The observed enhancement in the compressive strength and the microstructure of GPM was attributed to the creation of extra CSH with increasing calcium content. A cor- relation between the compressive strength and the main product of geopolymerization process, namely, sodium aluminosilicate hydrate (NASH) gel was established based on the bond between Portland cement concrete substrate and GPM.
format Article
author Ghasan, Fahim Huseien
Mirza, Jahangir
Ismail, Mohammad
Hussin, Mohd Warid
author_facet Ghasan, Fahim Huseien
Mirza, Jahangir
Ismail, Mohammad
Hussin, Mohd Warid
author_sort Ghasan, Fahim Huseien
title Influence of different curing temperatures and alkali activators on properties of GBFS geopolymer mortars containing fly ash and palm oil fuel ash
title_short Influence of different curing temperatures and alkali activators on properties of GBFS geopolymer mortars containing fly ash and palm oil fuel ash
title_full Influence of different curing temperatures and alkali activators on properties of GBFS geopolymer mortars containing fly ash and palm oil fuel ash
title_fullStr Influence of different curing temperatures and alkali activators on properties of GBFS geopolymer mortars containing fly ash and palm oil fuel ash
title_full_unstemmed Influence of different curing temperatures and alkali activators on properties of GBFS geopolymer mortars containing fly ash and palm oil fuel ash
title_sort influence of different curing temperatures and alkali activators on properties of gbfs geopolymer mortars containing fly ash and palm oil fuel ash
publisher ELSEVIER
publishDate 2016
url http://eprints.utm.my/id/eprint/68394/
http://dx.doi.org/10.1016/j.conbuildmat.2016.08.153
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