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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
Date Issued
2017-02-01
Author(s)
Deraman L.
Abdullah M.
Ming L.
Hussin K.
Ibrahim W.
Sandu A.
DOI
10.1051/matecconf/20179701017
Handle (URI)
https://hdl.handle.net/20.500.14170/12127
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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