Influence of molarity and chemical composition on the development of compressive strength in POFA based geopolymer mortar

The investigation concerns the use of the optimum mix proportion of two locally available pozzolanic waste materials, namely, ground granulated blast furnace slag (GGBS) and palm oil fuel ash (POFA), together with metakaolin (MK) as binders. In addition, another local waste material, manufactured sa...

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Main Authors: Kabir, S.M.A., Alengaram, Ubagaram Johnson, Jumaat, Mohd Zamin, Sharmin, A., Islam, A.
Format: Article
Language:English
Published: Hindawi 2015
Subjects:
Online Access:http://eprints.um.edu.my/15706/1/Influence_of_Molarity_and_Chemical_Composition_on_the_Development_of_Compressive.pdf
http://eprints.um.edu.my/15706/
http://www.hindawi.com/journals/amse/aa/647071/
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spelling my.um.eprints.157062020-02-05T04:41:02Z http://eprints.um.edu.my/15706/ Influence of molarity and chemical composition on the development of compressive strength in POFA based geopolymer mortar Kabir, S.M.A. Alengaram, Ubagaram Johnson Jumaat, Mohd Zamin Sharmin, A. Islam, A. T Technology (General) TA Engineering (General). Civil engineering (General) The investigation concerns the use of the optimum mix proportion of two locally available pozzolanic waste materials, namely, ground granulated blast furnace slag (GGBS) and palm oil fuel ash (POFA), together with metakaolin (MK) as binders. In addition, another local waste material, manufactured sand (M-sand), was used as a replacement for conventional sand in the development of green geopolymer mortar. Twenty-four mortar mixtures were designed with varying binder contents and alkaline activators. The oven dry curing was also kept consistent for all the mix proportions at a temperature of 65 degrees C for 24 hours. The highest 28-day compressive strength of about 48 MPa was obtained for the mortar containing 20 of MK, 35 of GGBS, and 45 of POFA. The increment of MK beyond 20 leads to reduction of the compressive strength. The GGBS replacement beyond 35 also reduced the compressive strength. The entire specimen achieved average 80 of the 28-day strength at the age of 3 days. The density decreased with the increase of POFA percentage. The finding of this research by using the combination of MK, GGBS, and POFA as binders to wholly replace conventional ordinary Portland cement would lead to alternate eco-friendly geopolymer matrix. Hindawi 2015 Article PeerReviewed application/pdf en http://eprints.um.edu.my/15706/1/Influence_of_Molarity_and_Chemical_Composition_on_the_Development_of_Compressive.pdf Kabir, S.M.A. and Alengaram, Ubagaram Johnson and Jumaat, Mohd Zamin and Sharmin, A. and Islam, A. (2015) Influence of molarity and chemical composition on the development of compressive strength in POFA based geopolymer mortar. Advances in Materials Science and Engineering. p. 15. ISSN 1687-8434 http://www.hindawi.com/journals/amse/aa/647071/ 10.1155/2015/647071
institution Universiti Malaya
building UM Library
collection Institutional Repository
continent Asia
country Malaysia
content_provider Universiti Malaya
content_source UM Research Repository
url_provider http://eprints.um.edu.my/
language English
topic T Technology (General)
TA Engineering (General). Civil engineering (General)
spellingShingle T Technology (General)
TA Engineering (General). Civil engineering (General)
Kabir, S.M.A.
Alengaram, Ubagaram Johnson
Jumaat, Mohd Zamin
Sharmin, A.
Islam, A.
Influence of molarity and chemical composition on the development of compressive strength in POFA based geopolymer mortar
description The investigation concerns the use of the optimum mix proportion of two locally available pozzolanic waste materials, namely, ground granulated blast furnace slag (GGBS) and palm oil fuel ash (POFA), together with metakaolin (MK) as binders. In addition, another local waste material, manufactured sand (M-sand), was used as a replacement for conventional sand in the development of green geopolymer mortar. Twenty-four mortar mixtures were designed with varying binder contents and alkaline activators. The oven dry curing was also kept consistent for all the mix proportions at a temperature of 65 degrees C for 24 hours. The highest 28-day compressive strength of about 48 MPa was obtained for the mortar containing 20 of MK, 35 of GGBS, and 45 of POFA. The increment of MK beyond 20 leads to reduction of the compressive strength. The GGBS replacement beyond 35 also reduced the compressive strength. The entire specimen achieved average 80 of the 28-day strength at the age of 3 days. The density decreased with the increase of POFA percentage. The finding of this research by using the combination of MK, GGBS, and POFA as binders to wholly replace conventional ordinary Portland cement would lead to alternate eco-friendly geopolymer matrix.
format Article
author Kabir, S.M.A.
Alengaram, Ubagaram Johnson
Jumaat, Mohd Zamin
Sharmin, A.
Islam, A.
author_facet Kabir, S.M.A.
Alengaram, Ubagaram Johnson
Jumaat, Mohd Zamin
Sharmin, A.
Islam, A.
author_sort Kabir, S.M.A.
title Influence of molarity and chemical composition on the development of compressive strength in POFA based geopolymer mortar
title_short Influence of molarity and chemical composition on the development of compressive strength in POFA based geopolymer mortar
title_full Influence of molarity and chemical composition on the development of compressive strength in POFA based geopolymer mortar
title_fullStr Influence of molarity and chemical composition on the development of compressive strength in POFA based geopolymer mortar
title_full_unstemmed Influence of molarity and chemical composition on the development of compressive strength in POFA based geopolymer mortar
title_sort influence of molarity and chemical composition on the development of compressive strength in pofa based geopolymer mortar
publisher Hindawi
publishDate 2015
url http://eprints.um.edu.my/15706/1/Influence_of_Molarity_and_Chemical_Composition_on_the_Development_of_Compressive.pdf
http://eprints.um.edu.my/15706/
http://www.hindawi.com/journals/amse/aa/647071/
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score 13.160551