Production of fly ash-based geopolymer bricks through geopolymerization process
Utilization of fly ash as a raw material for geopolymer brick production seems to be a logical solution that allows for the conservation of natural resources, abates further pollution and preserves the environment. Fly ash-based geopolymer have been studied by several researchers worldwide for se...
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my-unimap-331502014-03-27T02:56:41Z Production of fly ash-based geopolymer bricks through geopolymerization process Wan Mastura, Wan Ibrahim Utilization of fly ash as a raw material for geopolymer brick production seems to be a logical solution that allows for the conservation of natural resources, abates further pollution and preserves the environment. Fly ash-based geopolymer have been studied by several researchers worldwide for several decades due to their excellent mechanical properties. Geopolymer is a type of amorphous alumino-silicate material which can be synthesized by polycondensation reaction of geopolymeric materials, and alkali solutions. This study has been conducted to produce fly ash-based geopolymer bricks by means of pressure forming without firing procedure and low energy consumptions. The experiments were conducted on fly ash-based geopolymer bricks by varying the ratio of fly ash-to-sand (1:2 - 1:5, by mass of ratio), curing time (1 - 24 hours) and curing temperature (room temperature - 80°C). Compressive strength, water absorption, dimensional test and density analysis was set as the mechanical properties to be tested on the fly ash-based geopolymer bricks. The compression test and water absorption test were measured at 1, 3, 7, 28 and 60 days. Results of the investigation indicated that there was decrease in compressive strength when the ratio of fly ash-to-sand increase. However, the strength was increased with increase in curing time and curing temperature. Compressive strength up to 20.3 MPa was obtained with curing at 70 °C for a period of 24 hours at 60 days of ageing. The density of geopolymer bricks ranged between 1800 Kg/m3 to 1950 Kg/m3. The microstructural properties of fly ash-based geopolymer bricks were investigated by using XRD and SEM analysis. Universiti Malaysia Perlis (UniMAP) 2013 Thesis en http://dspace.unimap.edu.my:80/dspace/handle/123456789/33150 http://dspace.unimap.edu.my:80/xmlui/bitstream/123456789/33150/1/p%201-24.pdf b73147a455b7e58151bb1e07ad3a7464 http://dspace.unimap.edu.my:80/xmlui/bitstream/123456789/33150/2/Full%20text.pdf 760f0a615942436e5b9fa3fac7b06c12 http://dspace.unimap.edu.my:80/xmlui/bitstream/123456789/33150/3/license.txt 8a4605be74aa9ea9d79846c1fba20a33 Fly ash (FA) Geopolymer Brick Geopolymerization School of Materials Engineering |
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Universiti Malaysia Perlis |
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UniMAP Institutional Repository |
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English |
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Fly ash (FA) Geopolymer Brick Geopolymerization |
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Fly ash (FA) Geopolymer Brick Geopolymerization Wan Mastura, Wan Ibrahim Production of fly ash-based geopolymer bricks through geopolymerization process |
description |
Utilization of fly ash as a raw material for geopolymer brick production seems to be a
logical solution that allows for the conservation of natural resources, abates further
pollution and preserves the environment. Fly ash-based geopolymer have been studied
by several researchers worldwide for several decades due to their excellent mechanical
properties. Geopolymer is a type of amorphous alumino-silicate material which can be
synthesized by polycondensation reaction of geopolymeric materials, and alkali
solutions. This study has been conducted to produce fly ash-based geopolymer bricks by
means of pressure forming without firing procedure and low energy consumptions. The
experiments were conducted on fly ash-based geopolymer bricks by varying the ratio of
fly ash-to-sand (1:2 - 1:5, by mass of ratio), curing time (1 - 24 hours) and curing
temperature (room temperature - 80°C). Compressive strength, water absorption,
dimensional test and density analysis was set as the mechanical properties to be tested
on the fly ash-based geopolymer bricks. The compression test and water absorption test
were measured at 1, 3, 7, 28 and 60 days. Results of the investigation indicated that
there was decrease in compressive strength when the ratio of fly ash-to-sand increase.
However, the strength was increased with increase in curing time and curing
temperature. Compressive strength up to 20.3 MPa was obtained with curing at 70 °C
for a period of 24 hours at 60 days of ageing. The density of geopolymer bricks ranged
between 1800 Kg/m3 to 1950 Kg/m3. The microstructural properties of fly ash-based
geopolymer bricks were investigated by using XRD and SEM analysis. |
format |
Thesis |
author |
Wan Mastura, Wan Ibrahim |
author_facet |
Wan Mastura, Wan Ibrahim |
author_sort |
Wan Mastura, Wan Ibrahim |
title |
Production of fly ash-based geopolymer bricks through geopolymerization process |
title_short |
Production of fly ash-based geopolymer bricks through geopolymerization process |
title_full |
Production of fly ash-based geopolymer bricks through geopolymerization process |
title_fullStr |
Production of fly ash-based geopolymer bricks through geopolymerization process |
title_full_unstemmed |
Production of fly ash-based geopolymer bricks through geopolymerization process |
title_sort |
production of fly ash-based geopolymer bricks through geopolymerization process |
granting_institution |
Universiti Malaysia Perlis (UniMAP) |
granting_department |
School of Materials Engineering |
url |
http://dspace.unimap.edu.my:80/xmlui/bitstream/123456789/33150/1/p%201-24.pdf http://dspace.unimap.edu.my:80/xmlui/bitstream/123456789/33150/2/Full%20text.pdf |
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