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dc.contributor.authorLaila Mardiah, Deraman
dc.contributor.authorMohd Mustafa Al Bakri, Abdullah
dc.contributor.authorLiew, Yun Ming
dc.contributor.authorKamarudin, Hussin
dc.contributor.authorWan Mastura, Wan Ibrahim
dc.contributor.authorAndrei Victor, Sandu
dc.date.accessioned2021-01-07T09:52:17Z
dc.date.available2021-01-07T09:52:17Z
dc.date.issued2017
dc.identifier.citationMATEC Web of Conferences, vol.17, 2017, 7 pagesen_US
dc.identifier.issn2261-236X (online)
dc.identifier.urihttp://dspace.unimap.edu.my:80/xmlui/handle/123456789/69273
dc.descriptionLink to publisher's homepage at https://www.matec-conferences.org/en_US
dc.description.abstractThis 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.en_US
dc.language.isoenen_US
dc.publisherEDP Sciencesen_US
dc.subjectGeopolymer bricksen_US
dc.subjectGeopolymeren_US
dc.titleThe Effect of Different Ratio Bottom Ash and Fly Ash Geopolymer Brick on Mechanical Properties for Non-loading Applicationen_US
dc.typeArticleen_US
dc.identifier.doihttps://doi.org/10.1051/matecconf/20179701017
dc.contributor.urllailamardiahderaman@gmail.comen_US


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