Preliminary Study of Lime-Pozzolan Based Cement after Exposed to High Temperatures

This paper presents a preliminary study on the properties of lime-pozzolan based cement and the effect of high temperatures on these properties. Conventional lime-pozzolan cements (LPC), alkali-activated LPC and hybrid alkali-activated LPC pastes were experimentally investigated. Microstructural ana...

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Main Authors: Lee, H., Vimonsatit, Vanissorn
Format: Journal Article
Published: 2014
Online Access:http://hdl.handle.net/20.500.11937/36950
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author Lee, H.
Vimonsatit, Vanissorn
author_facet Lee, H.
Vimonsatit, Vanissorn
author_sort Lee, H.
building Curtin Institutional Repository
collection Online Access
description This paper presents a preliminary study on the properties of lime-pozzolan based cement and the effect of high temperatures on these properties. Conventional lime-pozzolan cements (LPC), alkali-activated LPC and hybrid alkali-activated LPC pastes were experimentally investigated. Microstructural analyses were performed based on XRD and SEM tests to identify the hydration products. Based on the results, the strength improvement of hybrid alkali-activated LPC cement, where ordinary Portland cement (OPC) was used to enhance the early age strength, could be due to (i) the dissolution of Ca(OH)2 in the mixtures, and (ii) the pozzolanic effect of pozzolanic materials, which interacted with the free Ca(OH)2 during hydration. The residual strength results indicated that the materials lost the strength gradually when exposed to the temperature up to 400°C, except for hybrid cement which showed a slight increase in strength. The microstructure analysis results indicated that the deterioration of the materials was due to the decomposition of hydration products at high temperature.
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institution Curtin University Malaysia
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spelling curtin-20.500.11937-369502017-09-13T15:16:04Z Preliminary Study of Lime-Pozzolan Based Cement after Exposed to High Temperatures Lee, H. Vimonsatit, Vanissorn This paper presents a preliminary study on the properties of lime-pozzolan based cement and the effect of high temperatures on these properties. Conventional lime-pozzolan cements (LPC), alkali-activated LPC and hybrid alkali-activated LPC pastes were experimentally investigated. Microstructural analyses were performed based on XRD and SEM tests to identify the hydration products. Based on the results, the strength improvement of hybrid alkali-activated LPC cement, where ordinary Portland cement (OPC) was used to enhance the early age strength, could be due to (i) the dissolution of Ca(OH)2 in the mixtures, and (ii) the pozzolanic effect of pozzolanic materials, which interacted with the free Ca(OH)2 during hydration. The residual strength results indicated that the materials lost the strength gradually when exposed to the temperature up to 400°C, except for hybrid cement which showed a slight increase in strength. The microstructure analysis results indicated that the deterioration of the materials was due to the decomposition of hydration products at high temperature. 2014 Journal Article http://hdl.handle.net/20.500.11937/36950 10.15242/IJCCIE.C1113044 restricted
spellingShingle Lee, H.
Vimonsatit, Vanissorn
Preliminary Study of Lime-Pozzolan Based Cement after Exposed to High Temperatures
title Preliminary Study of Lime-Pozzolan Based Cement after Exposed to High Temperatures
title_full Preliminary Study of Lime-Pozzolan Based Cement after Exposed to High Temperatures
title_fullStr Preliminary Study of Lime-Pozzolan Based Cement after Exposed to High Temperatures
title_full_unstemmed Preliminary Study of Lime-Pozzolan Based Cement after Exposed to High Temperatures
title_short Preliminary Study of Lime-Pozzolan Based Cement after Exposed to High Temperatures
title_sort preliminary study of lime-pozzolan based cement after exposed to high temperatures
url http://hdl.handle.net/20.500.11937/36950