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dc.contributor.authorCheng, Yong Heah-
dc.contributor.authorKamarudin, Hussin, Brig. Gen. Dato' Prof. Dr.-
dc.contributor.authorMohd Mustafa Al-Bakri, Abdullah-
dc.contributor.authorMohammed, Hussain-
dc.contributor.authorLuqman, Musa-
dc.contributor.authorKhairul Nizar, Ismail, Assoc. Prof. Dr.-
dc.contributor.authorChe Mohd Ruzaidi, Ghazali-
dc.contributor.authorLiew, Yun Ming-
dc.date.accessioned2013-07-10T07:11:52Z-
dc.date.available2013-07-10T07:11:52Z-
dc.date.issued2012-10-
dc.identifier.citationConstruction and Building Materials, vol. 35, 2012, pages 912-922en_US
dc.identifier.issn0950-0618-
dc.identifier.urihttp://www.sciencedirect.com/science/article/pii/S0950061812003042-
dc.identifier.urihttp://dspace.unimap.edu.my/123456789/26557-
dc.descriptionLink to publisher's homepage at http://www.elsevier.com/en_US
dc.description.abstractKaolin and alkali activator were mixed with the solids-to-liquid ratios in range of 0.60-1.20 (Al 2O 3/Na 2O molar ratio of 0.63-1.27). Sodium silicate and sodium hydroxide ranged between 0.16 and 0.36 (SiO 2/Na 2O molar ratio of 3.19-3.67) were mixed together to prepare alkali activator. The results concluded that compressive strength was affected by both S/L and Na 2SiO 3/NaOH ratios and strength increased with ageing day. Both these ratio also influenced the workability of the mixes. Besides, the kaolin geopolymers showed good volume stability in water. Compressive strength was highest at S/L and Na 2SiO 3/NaOH ratios of 1.00 and 0.32, respectively. In term of molar ratios, optimum was achieved at Al 2O 3/Na 2O of 1.09 and SiO 2/Na 2O molar ratios of 3.58. Microstructures showed that kaolin particles were slightly activated with large part of unreacted raw materials remained in the system. Geopolymer sample reduced in peak intensities over time as presented by XRD analysis and the presence of crystalline peaks in the kaolin geopolymers was Zeolite X. FTIR analysis showed the presence of geopolymer bonding increased over age. In overall, kaolin geopolymers does not undergo complete geopolymerization and showed slow strength development. Vast research works have to be carried out to further improve the properties of kaolin geopolymers.en_US
dc.language.isoenen_US
dc.publisherElsevier Ltd.en_US
dc.subjectActivator ratioen_US
dc.subjectAlkaline activatoren_US
dc.subjectGeopolymeren_US
dc.subjectGeopolymerizationen_US
dc.subjectKaolinen_US
dc.subjectSolids-to-liquiden_US
dc.titleStudy on solids-to-liquid and alkaline activator ratios on kaolin-based geopolymersen_US
dc.typeArticleen_US
dc.contributor.urlchengyongheah@hotmail.comen_US
Appears in Collections:Kamarudin Hussin, Brig. Jen. Datuk Prof. Dr.
School of Environmental Engineering (Articles)
School of Materials Engineering (Articles)
Khairul Nizar Ismail, Associate Professor Dr.
Luqman Musa, Dr.
Che Mohd Ruzaidi Ghazali, Assoc. Prof.

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