DOIONLINE 
DOIONLINE Publish In |
International Journal of Advances in Mechanical and Civil Engineering (IJAMCE)-IJAMCE |
 Journal Home Volume Issue |
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Issue |
Volume-5,Issue-2 ( Apr, 2018 ) | |||||||||
Paper Title |
Development of High Calcium Fly Ash Geopolymer Mortar with Lime as Masonry and Plastering Mortar | |||||||||
Author Name |
Chattarikaphiangphimai, Jirayukaewmee, Puchongpeakoh, Peeranatsingha, Sarawutchananoi, Tanakorn Phoo-Ngernkham | |||||||||
Affilition |
Department of Civil Engineering, Faculty of Engineering and Architecture, Rajamangala University of Technology Isan, NakhonRatchasima 30000, Thailand | |||||||||
Pages |
89-91 | |||||||||
Abstract |
This paper investigated the development of high calcium fly ash (FA) geopolymer mortar containing hydrated lime (CH) as an alternative masonry and plastering mortars.Parameters viz., hydrated lime (CH) replacement, sand-to-binder ratio (S/B) and ratio of sodium silicate (Na2SiO3)-to-sodium hydroxide (NaOH) solution on compressive strength of geopolymer mortar were tested. The FA was replaced with CH at the ratios of 100:0, 95:5, 90:10, 85:15 and 80:20.The S/B ratios of 2.0, 3.0, 4.0 and Na2SiO3-to-NaOH ratios of 0, 1.0, 2.0, were also tested.Constantsalkaline liquid-to-binder ratio of 0.60and 10M NaOH concentration were used in all mixes. The compressive strengths of FA geopolymer mortar with CH were tested at the age of 1 day. Test results show that the compressive strength of high calcium FA geopolymer mortar with CHdepended on parameters of CH replacement, S/B ratio and Na2SiO3-to-NaOH ratio.A mixture of 10%CH replacement, S/B ratio of 2.0, Na2SiO3-to-NaOH ratio of 1.0 gave the best experimental result in this study. Keyword - Geopolymer Mortar, High Calcium Fly Ash, Lime, Compressive Strength,Masonry And Plastering Mortars | |||||||||
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