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  5. The effect of different ratio bottom ash and fly ash geopolymer brick on mechanical properties for non-loading application
 
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The effect of different ratio bottom ash and fly ash geopolymer brick on mechanical properties for non-loading application

Journal
MATEC Web of Conferences
ISSN
2261-236X
Date Issued
2017
Author(s)
Laila Mardiah Deraman
Universiti Malaysia Perlis
Mohd. Mustafa Al Bakri Abdullah
Universiti Malaysia Perlis
Liew Yun Ming
Universiti Malaysia Perlis
Kamarudin Hussin
Universiti Malaysia Perlis
Wan Mastura Wan Ibrahim
Universiti Malaysia Perlis
Andrei Victor Sandu
Universiti Malaysia Perlis
DOI
10.1051/matecconf/20179701017
Abstract
This paper studies the finding of strength and water absorption of geopolymer bricks using bottom ash and fly ash as a geopolymer raw material for non-loading application with minimum strength. The study has been conducted to produce bottom ash and fly ash geopolymer bricks by varying the ratio of fly ash-to-bottom ash, solid-to-liquid and sodium silicate (Na2SiO3)-to-sodium hydroxide (NaOH) in the mixing process. The compressive strength range between 3.8-4.5 MPa was obtained due to the minimum strength of non-loading application with 70°C curing temperature within 24 hours at 7 days of ageing. The optimum ratio selected of bottom ash-to-fly ash, solid-to-liquid and Na2SiO3-to-NaOH are 1:2, 2.0 and 4.0 respectively. The water absorption result is closely related to the amount of bottom ash used in the mix design.
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