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dc.contributor.authorMohd Mustafa, Al Bakri Abdullah
dc.contributor.authorKamarudin, Hussin
dc.contributor.authorMohammed Amjad, Hussin
dc.contributor.authorKhairul Nizar, Ismail
dc.contributor.authorRafiza, Abdul Razak
dc.contributor.authorZarina, Yahya
dc.date.accessioned2016-06-25T01:53:26Z
dc.date.available2016-06-25T01:53:26Z
dc.date.issued2011
dc.identifier.citationAdvanced Materials Research, vol.328-330, 2011, pages 1475-1482en_US
dc.identifier.issn1022-6680
dc.identifier.urihttp://dspace.unimap.edu.my:80/xmlui/handle/123456789/42189
dc.descriptionLink to publisher's homepage at http://www.scientific.net/en_US
dc.description.abstractGeopolymer, produced by the reaction of fly ash with an alkaline activator (mixture of Na2SiO3 and NaOH solutions), is an alternative to the use of ordinary Portland cement (OPC) in the construction industry. However, there are salient parameters that affecting the compressive strength of geopolymer. In this research, the effects of various NaOH molarities, Na 2SiO3/NaOH ratios, fly ash/alkaline activator, and curing temperature to the strength of geopolymer paste fly ash were studied. Tests were carried out on 50 x 50 x 50 mm cube geopolymer specimens. Compression tests were conducted on the seventh day of testing for all samples. The test results revealed that a 12 M NaOH solution produced the highest compressive strength for the geopolymer. The combination mass ratios of fly ash/alkaline activator and Na2SiO3/NaOH of 2.0 and 2.5, respectively, produced the highest compressive strength after seven days. Geopolymer samples cured at 60 °C produced compressive strength as high as 70 MPa.en_US
dc.language.isoenen_US
dc.publisherTrans Tech Publicationsen_US
dc.subjectCompressive strengthen_US
dc.subjectCuring temperatureen_US
dc.subjectFly ash/alkaline activator ratioen_US
dc.subjectGeopolymeren_US
dc.subjectNa 2SiO3/NaOH ratioen_US
dc.subjectNaOH molarityen_US
dc.titleThe relationship of NaOH molarity, Na2SiO3/NaOH ratio, fly ash/alkaline activator ratio, and curing temperature to the strength of fly ash-based geopolymeren_US
dc.typeArticleen_US
dc.identifier.doi10.4028/www.scientific.net/AMR.328-330.1475
dc.contributor.urlnizar@unimap.edu.myen_US


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