Durability of geopolymer mortars using agro-industrial waste

Geopolymer is a binding material produced from the reaction of silica and alumina (in a source material of geological origin or in by-product material), with alkaline solutions. The use of geopolymer as cement replacement material in concrete might be able to reduce the pollution due to the emission...

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Main Author: Ariffin, Nur Farhayu
Format: Thesis
Language:English
Published: 2012
Subjects:
Online Access:http://eprints.utm.my/id/eprint/36983/1/NurFarhayuAriffinMFKA2012.pdf
http://eprints.utm.my/id/eprint/36983/
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Institution: Universiti Teknologi Malaysia
Language: English
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spelling my.utm.369832017-09-25T05:38:10Z http://eprints.utm.my/id/eprint/36983/ Durability of geopolymer mortars using agro-industrial waste Ariffin, Nur Farhayu TA Engineering (General). Civil engineering (General) Geopolymer is a binding material produced from the reaction of silica and alumina (in a source material of geological origin or in by-product material), with alkaline solutions. The use of geopolymer as cement replacement material in concrete might be able to reduce the pollution due to the emission of carbon dioxide to the atmosphere generated from the production of Ordinary Portland Cement (OPC). This thesis presents the results of laboratory investigation on geopolymer mortar cubes in which the durability of specimens was studied. The cement replacement materials used were Palm Oil Fuel Ash (POFA) and Pulverized Fuel Ash (PFA), with a mass ratio of sand to blended ash of 3:1, while the alkaline solution was made of sodium silicate and sodium hydroxide with the mass ratio of 2.5:1 and has concentration of 14 Molar. In order to determine the optimum mix proportion at a specified compressive strength of normal mix using OPC, mortar cubes containing various ratios of POFA to PFA were tested with the target of using as much POFA as possible in the mixture. With the optimum mix proportion, that is 30:70, geopolymer mortar in the forms of 70x70x70 mm cubes were cured at room temperature of 28ºC for 28 days and heat cured at 90ºC for 24 hours, were tested for durability. The performances were measured in terms of water absorption, water permeability coefficient, drying shrinkage, sulphate resistance, acid resistance, chloride ion penetration resistance, dry-wet cyclic resistance and elevated temperature resistance. The evaluations were done through visual observation, measurement of mass change and residual compressive strength. The test result shows that the heat cured geopolymer mortars possess higher degree of durability compared to those using OPC. This suggests that geopolymer with correct proportion may be used as cement replacement material in the production of a more environment-friendly concrete. 2012-10 Thesis NonPeerReviewed application/pdf en http://eprints.utm.my/id/eprint/36983/1/NurFarhayuAriffinMFKA2012.pdf Ariffin, Nur Farhayu (2012) Durability of geopolymer mortars using agro-industrial waste. Masters thesis, Universiti Teknologi Malaysia, Faculty of Civil Engineering.
institution Universiti Teknologi Malaysia
building UTM Library
collection Institutional Repository
continent Asia
country Malaysia
content_provider Universiti Teknologi Malaysia
content_source UTM Institutional Repository
url_provider http://eprints.utm.my/
language English
topic TA Engineering (General). Civil engineering (General)
spellingShingle TA Engineering (General). Civil engineering (General)
Ariffin, Nur Farhayu
Durability of geopolymer mortars using agro-industrial waste
description Geopolymer is a binding material produced from the reaction of silica and alumina (in a source material of geological origin or in by-product material), with alkaline solutions. The use of geopolymer as cement replacement material in concrete might be able to reduce the pollution due to the emission of carbon dioxide to the atmosphere generated from the production of Ordinary Portland Cement (OPC). This thesis presents the results of laboratory investigation on geopolymer mortar cubes in which the durability of specimens was studied. The cement replacement materials used were Palm Oil Fuel Ash (POFA) and Pulverized Fuel Ash (PFA), with a mass ratio of sand to blended ash of 3:1, while the alkaline solution was made of sodium silicate and sodium hydroxide with the mass ratio of 2.5:1 and has concentration of 14 Molar. In order to determine the optimum mix proportion at a specified compressive strength of normal mix using OPC, mortar cubes containing various ratios of POFA to PFA were tested with the target of using as much POFA as possible in the mixture. With the optimum mix proportion, that is 30:70, geopolymer mortar in the forms of 70x70x70 mm cubes were cured at room temperature of 28ºC for 28 days and heat cured at 90ºC for 24 hours, were tested for durability. The performances were measured in terms of water absorption, water permeability coefficient, drying shrinkage, sulphate resistance, acid resistance, chloride ion penetration resistance, dry-wet cyclic resistance and elevated temperature resistance. The evaluations were done through visual observation, measurement of mass change and residual compressive strength. The test result shows that the heat cured geopolymer mortars possess higher degree of durability compared to those using OPC. This suggests that geopolymer with correct proportion may be used as cement replacement material in the production of a more environment-friendly concrete.
format Thesis
author Ariffin, Nur Farhayu
author_facet Ariffin, Nur Farhayu
author_sort Ariffin, Nur Farhayu
title Durability of geopolymer mortars using agro-industrial waste
title_short Durability of geopolymer mortars using agro-industrial waste
title_full Durability of geopolymer mortars using agro-industrial waste
title_fullStr Durability of geopolymer mortars using agro-industrial waste
title_full_unstemmed Durability of geopolymer mortars using agro-industrial waste
title_sort durability of geopolymer mortars using agro-industrial waste
publishDate 2012
url http://eprints.utm.my/id/eprint/36983/1/NurFarhayuAriffinMFKA2012.pdf
http://eprints.utm.my/id/eprint/36983/
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