Modified guidelines for geopolymer concrete mix design using Indian standard

This experimental study is intended to identify the mix ratios for different grades of Geopolymer Concrete by trial and error method. A new Design procedure was formulated for Geopolymer Concrete which was relevant to Indian standard (IS 10262-2009). The applicability of existing Mix Design was exam...

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Main Authors: Anuradha, R., Sreevidya, V., Venkatasubramani, R., Rangan, B. Vijaya
Format: Journal Article
Published: Building and Housing Research Center 2012
Subjects:
Online Access:http://ajce.bhrc.ac.ir/Portals/25/PropertyAgent/2905/Files/5992/353.pdf
http://hdl.handle.net/20.500.11937/38772
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author Anuradha, R.
Sreevidya, V.
Venkatasubramani, R.
Rangan, B. Vijaya
author_facet Anuradha, R.
Sreevidya, V.
Venkatasubramani, R.
Rangan, B. Vijaya
author_sort Anuradha, R.
building Curtin Institutional Repository
collection Online Access
description This experimental study is intended to identify the mix ratios for different grades of Geopolymer Concrete by trial and error method. A new Design procedure was formulated for Geopolymer Concrete which was relevant to Indian standard (IS 10262-2009). The applicability of existing Mix Design was examined with the Geopolymer Concrete. Two kinds of systems were considered in this study using 100% replacement of cement by ASTM class F flyash and 100% replacement of sand by M-sand. It was analyzed from the test result that the Indian standard mix design itself can be used for the Geopolymer Concrete with some modification.
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format Journal Article
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institution Curtin University Malaysia
institution_category Local University
last_indexed 2025-11-14T08:55:52Z
publishDate 2012
publisher Building and Housing Research Center
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spelling curtin-20.500.11937-387722017-01-30T14:25:58Z Modified guidelines for geopolymer concrete mix design using Indian standard Anuradha, R. Sreevidya, V. Venkatasubramani, R. Rangan, B. Vijaya M-sand fly ash mix design alumina-silicate geopolymer concrete This experimental study is intended to identify the mix ratios for different grades of Geopolymer Concrete by trial and error method. A new Design procedure was formulated for Geopolymer Concrete which was relevant to Indian standard (IS 10262-2009). The applicability of existing Mix Design was examined with the Geopolymer Concrete. Two kinds of systems were considered in this study using 100% replacement of cement by ASTM class F flyash and 100% replacement of sand by M-sand. It was analyzed from the test result that the Indian standard mix design itself can be used for the Geopolymer Concrete with some modification. 2012 Journal Article http://hdl.handle.net/20.500.11937/38772 http://ajce.bhrc.ac.ir/Portals/25/PropertyAgent/2905/Files/5992/353.pdf Building and Housing Research Center restricted
spellingShingle M-sand
fly ash
mix design
alumina-silicate
geopolymer concrete
Anuradha, R.
Sreevidya, V.
Venkatasubramani, R.
Rangan, B. Vijaya
Modified guidelines for geopolymer concrete mix design using Indian standard
title Modified guidelines for geopolymer concrete mix design using Indian standard
title_full Modified guidelines for geopolymer concrete mix design using Indian standard
title_fullStr Modified guidelines for geopolymer concrete mix design using Indian standard
title_full_unstemmed Modified guidelines for geopolymer concrete mix design using Indian standard
title_short Modified guidelines for geopolymer concrete mix design using Indian standard
title_sort modified guidelines for geopolymer concrete mix design using indian standard
topic M-sand
fly ash
mix design
alumina-silicate
geopolymer concrete
url http://ajce.bhrc.ac.ir/Portals/25/PropertyAgent/2905/Files/5992/353.pdf
http://hdl.handle.net/20.500.11937/38772