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Mechanical performances of fly ash geopolymer bricks

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Main Authors: Wan Mastura, Wan Ibrahim, Kamarudin, Hussin, Brig. Jen. Dato' Prof. Dr., Khairul Nizar, Ismail, Prof. Madya Dr., Mohd Mustafa Al Bakri, Abdullah
Other Authors: wanmastura@unimap.edu.my
Format: Article
Language:English
Published: American Scientific Publishers 2014
Subjects:
Alkaline activator
Brick
Compressive strength
Fly ash
Geopolymer
Online Access:http://dspace.unimap.edu.my:80/dspace/handle/123456789/35676
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spelling my.unimap-356762014-06-18T07:44:14Z Mechanical performances of fly ash geopolymer bricks Wan Mastura, Wan Ibrahim Kamarudin, Hussin, Brig. Jen. Dato' Prof. Dr. Khairul Nizar, Ismail, Prof. Madya Dr. Mohd Mustafa Al Bakri, Abdullah wanmastura@unimap.edu.my vc@unimap.edu.my nizar@unimap.edu.my mustafa_albakri@unimap.edu.my Alkaline activator Brick Compressive strength Fly ash Geopolymer Link to publisher's homepage at www.aspbs.com/ Geopolymer is a new class of three-dimensionally networked amorphous to semi-crystalline alumino-silicate materials, and first developed by Professor Davidovits in 1978. Geopolymers can be synthesized by mixing alumino-silicate reactive materials in strong alkaline solutions (mixture of sodium silicate and NaOH or KOH). The properties of geopolymeric material depend on type of source material, type of activator, heat treatment temperature, and heat treatment duration. In this experimental investigation, fly ash geopolymeric bricks were produced by using class C fly ash, sodium silicate, sodium hydroxide solution and natural sand. The bricks were treated at 60 °C for 24 hours. The compressive strength of class C fly ash geopolymer bricks was determined at the ages of 1 day. T est results have revealed that the compressive strength values of fly ash geopolymer bricks ranged between 5 and 15 MPa. It has been found that the effect of fly ash/sand ratio and fly ash/alkaline activator ratio to the strength of fly ash geopolymer bricks was not significant. The fly ash geopolymer bricks also have lower water absortion. 2014-06-18T07:44:14Z 2014-06-18T07:44:14Z 2013-01 Article Advanced Science Letters, vol. 19(1), 2013, pages 186-189 1936-6612 http://www.ingentaconnect.com/content/asp/asl/2013/00000019/00000001/art00038?token=00521e40b4077ab94678517e2a46762c6b795d36666c252e7476457c673f7b2f267738703375686f49 http://dspace.unimap.edu.my:80/dspace/handle/123456789/35676 en American Scientific Publishers
institution Universiti Malaysia Perlis
building UniMAP Library
collection Institutional Repository
continent Asia
country Malaysia
content_provider Universiti Malaysia Perlis
content_source UniMAP Library Digital Repository
url_provider http://dspace.unimap.edu.my/
language English
topic Alkaline activator
Brick
Compressive strength
Fly ash
Geopolymer
spellingShingle Alkaline activator
Brick
Compressive strength
Fly ash
Geopolymer
Wan Mastura, Wan Ibrahim
Kamarudin, Hussin, Brig. Jen. Dato' Prof. Dr.
Khairul Nizar, Ismail, Prof. Madya Dr.
Mohd Mustafa Al Bakri, Abdullah
Mechanical performances of fly ash geopolymer bricks
description Link to publisher's homepage at www.aspbs.com/
author2 wanmastura@unimap.edu.my
author_facet wanmastura@unimap.edu.my
Wan Mastura, Wan Ibrahim
Kamarudin, Hussin, Brig. Jen. Dato' Prof. Dr.
Khairul Nizar, Ismail, Prof. Madya Dr.
Mohd Mustafa Al Bakri, Abdullah
format Article
author Wan Mastura, Wan Ibrahim
Kamarudin, Hussin, Brig. Jen. Dato' Prof. Dr.
Khairul Nizar, Ismail, Prof. Madya Dr.
Mohd Mustafa Al Bakri, Abdullah
author_sort Wan Mastura, Wan Ibrahim
title Mechanical performances of fly ash geopolymer bricks
title_short Mechanical performances of fly ash geopolymer bricks
title_full Mechanical performances of fly ash geopolymer bricks
title_fullStr Mechanical performances of fly ash geopolymer bricks
title_full_unstemmed Mechanical performances of fly ash geopolymer bricks
title_sort mechanical performances of fly ash geopolymer bricks
publisher American Scientific Publishers
publishDate 2014
url http://dspace.unimap.edu.my:80/dspace/handle/123456789/35676
_version_ 1643797872009805824
score 13.159267

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