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Fly Ash-based Geopolymer Lightweight Concrete Using Foaming Agent
In this paper, we report the results of our investigation on the possibility of producing foam concrete by using a geopolymer system. Class C fly ash was mixed with an alkaline activator solution (a mixture of sodium silicate and NaOH), and foam was added to the geopolymeric mixture to produce light...
Autores principales: | , , , , , |
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Formato: | Online Artículo Texto |
Lenguaje: | English |
Publicado: |
Molecular Diversity Preservation International (MDPI)
2012
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Materias: | |
Acceso en línea: | https://www.ncbi.nlm.nih.gov/pmc/articles/PMC3397519/ https://www.ncbi.nlm.nih.gov/pubmed/22837687 http://dx.doi.org/10.3390/ijms13067186 |
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author | Al Bakri Abdullah, Mohd Mustafa Hussin, Kamarudin Bnhussain, Mohamed Ismail, Khairul Nizar Yahya, Zarina Razak, Rafiza Abdul |
author_facet | Al Bakri Abdullah, Mohd Mustafa Hussin, Kamarudin Bnhussain, Mohamed Ismail, Khairul Nizar Yahya, Zarina Razak, Rafiza Abdul |
author_sort | Al Bakri Abdullah, Mohd Mustafa |
collection | PubMed |
description | In this paper, we report the results of our investigation on the possibility of producing foam concrete by using a geopolymer system. Class C fly ash was mixed with an alkaline activator solution (a mixture of sodium silicate and NaOH), and foam was added to the geopolymeric mixture to produce lightweight concrete. The NaOH solution was prepared by dilute NaOH pellets with distilled water. The reactives were mixed to produce a homogeneous mixture, which was placed into a 50 mm mold and cured at two different curing temperatures (60 °C and room temperature), for 24 hours. After the curing process, the strengths of the samples were tested on days 1, 7, and 28. The water absorption, porosity, chemical composition, microstructure, XRD and FTIR analyses were studied. The results showed that the sample which was cured at 60 °C (LW2) produced the maximum compressive strength for all tests, (11.03 MPa, 17.59 MPa, and 18.19 MPa) for days 1, 7, and 28, respectively. Also, the water absorption and porosity of LW2 were reduced by 6.78% and 1.22% after 28 days, respectively. The SEM showed that the LW2 sample had a denser matrix than LW1. This was because LW2 was heat cured, which caused the geopolymerization rate to increase, producing a denser matrix. However for LW1, microcracks were present on the surface, which reduced the compressive strength and increased water absorption and porosity. |
format | Online Article Text |
id | pubmed-3397519 |
institution | National Center for Biotechnology Information |
language | English |
publishDate | 2012 |
publisher | Molecular Diversity Preservation International (MDPI) |
record_format | MEDLINE/PubMed |
spelling | pubmed-33975192012-07-26 Fly Ash-based Geopolymer Lightweight Concrete Using Foaming Agent Al Bakri Abdullah, Mohd Mustafa Hussin, Kamarudin Bnhussain, Mohamed Ismail, Khairul Nizar Yahya, Zarina Razak, Rafiza Abdul Int J Mol Sci Article In this paper, we report the results of our investigation on the possibility of producing foam concrete by using a geopolymer system. Class C fly ash was mixed with an alkaline activator solution (a mixture of sodium silicate and NaOH), and foam was added to the geopolymeric mixture to produce lightweight concrete. The NaOH solution was prepared by dilute NaOH pellets with distilled water. The reactives were mixed to produce a homogeneous mixture, which was placed into a 50 mm mold and cured at two different curing temperatures (60 °C and room temperature), for 24 hours. After the curing process, the strengths of the samples were tested on days 1, 7, and 28. The water absorption, porosity, chemical composition, microstructure, XRD and FTIR analyses were studied. The results showed that the sample which was cured at 60 °C (LW2) produced the maximum compressive strength for all tests, (11.03 MPa, 17.59 MPa, and 18.19 MPa) for days 1, 7, and 28, respectively. Also, the water absorption and porosity of LW2 were reduced by 6.78% and 1.22% after 28 days, respectively. The SEM showed that the LW2 sample had a denser matrix than LW1. This was because LW2 was heat cured, which caused the geopolymerization rate to increase, producing a denser matrix. However for LW1, microcracks were present on the surface, which reduced the compressive strength and increased water absorption and porosity. Molecular Diversity Preservation International (MDPI) 2012-06-12 /pmc/articles/PMC3397519/ /pubmed/22837687 http://dx.doi.org/10.3390/ijms13067186 Text en © 2012 by the authors; licensee Molecular Diversity Preservation International, Basel, Switzerland. http://creativecommons.org/licenses/by/3.0 This article is an open-access article distributed under the terms and conditions of the Creative Commons Attribution license (http://creativecommons.org/licenses/by/3.0/). |
spellingShingle | Article Al Bakri Abdullah, Mohd Mustafa Hussin, Kamarudin Bnhussain, Mohamed Ismail, Khairul Nizar Yahya, Zarina Razak, Rafiza Abdul Fly Ash-based Geopolymer Lightweight Concrete Using Foaming Agent |
title | Fly Ash-based Geopolymer Lightweight Concrete Using Foaming Agent |
title_full | Fly Ash-based Geopolymer Lightweight Concrete Using Foaming Agent |
title_fullStr | Fly Ash-based Geopolymer Lightweight Concrete Using Foaming Agent |
title_full_unstemmed | Fly Ash-based Geopolymer Lightweight Concrete Using Foaming Agent |
title_short | Fly Ash-based Geopolymer Lightweight Concrete Using Foaming Agent |
title_sort | fly ash-based geopolymer lightweight concrete using foaming agent |
topic | Article |
url | https://www.ncbi.nlm.nih.gov/pmc/articles/PMC3397519/ https://www.ncbi.nlm.nih.gov/pubmed/22837687 http://dx.doi.org/10.3390/ijms13067186 |
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