Effect of low molarity alkaline solution on the compressive strength of fly ash based geopolymer concrete

The escalating of cement production had significant effect on greenhouse gases emission, thus innovation of geopolymer concrete is crucial to reduce the environmental impacts. Besides, high concentration of alkaline solution not only exhibits corrosive nature, but also increases the cost of construc...

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Main Authors: Tan, Shea Qin, Nor Hasanah, Abdul Shukor Lim, Teng, Zhang Jun, Nur Farhayu, Ariffin
Format: Article
Language:English
Published: Sustainable Building Research Center (ERC) Innovative Durable Building and Infrastructure Research Center 2022
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Online Access:http://umpir.ump.edu.my/id/eprint/39147/1/durabi-2022-013-02-2.pdf
http://umpir.ump.edu.my/id/eprint/39147/
https://doi.org/10.22712/susb.20220013
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spelling my.ump.umpir.391472023-11-06T02:15:00Z http://umpir.ump.edu.my/id/eprint/39147/ Effect of low molarity alkaline solution on the compressive strength of fly ash based geopolymer concrete Tan, Shea Qin Nor Hasanah, Abdul Shukor Lim Teng, Zhang Jun Nur Farhayu, Ariffin TA Engineering (General). Civil engineering (General) The escalating of cement production had significant effect on greenhouse gases emission, thus innovation of geopolymer concrete is crucial to reduce the environmental impacts. Besides, high concentration of alkaline solution not only exhibits corrosive nature, but also increases the cost of construction. Therefore, this research studies the engineering properties and effect of elevated temperature on fly ash-based geopolymer concrete using low molarity alkaline solution. The alkaline solution used in this research is sodium hydroxide (NaOH) combines with sodium silicate (Na2SiO3) with different molarity of 2M, 4M and 10M. The binder to solution ratio of 0.45, NaOH mixed with Na2SiO3 at mass ratio of 2.5 and binder to aggregates with proportion of 1:3 was fixed. Test specimens was prepared and tested at the age of 3, 7 and 28 days. Results show that with reduced alkaline solution molarity, the compressive strength reduced by 45 and 55% for geopolymer with 4M and 2M, respectively. However, the compressive strength exhibits are within the normal strength geopolymer concrete with comparable density and workability. Therefore, it can be concluded that low molarity geopolymer concrete can be applied in construction due to more environmentally friendly and lower cost. Sustainable Building Research Center (ERC) Innovative Durable Building and Infrastructure Research Center 2022 Article PeerReviewed pdf en cc_by_4 http://umpir.ump.edu.my/id/eprint/39147/1/durabi-2022-013-02-2.pdf Tan, Shea Qin and Nor Hasanah, Abdul Shukor Lim and Teng, Zhang Jun and Nur Farhayu, Ariffin (2022) Effect of low molarity alkaline solution on the compressive strength of fly ash based geopolymer concrete. International Journal of Sustainable Building Technology and Urban Development, 13 (2). pp. 155-164. ISSN 2093-7628. (Published) https://doi.org/10.22712/susb.20220013 10.22712/susb.20220013
institution Universiti Malaysia Pahang Al-Sultan Abdullah
building UMPSA Library
collection Institutional Repository
continent Asia
country Malaysia
content_provider Universiti Malaysia Pahang Al-Sultan Abdullah
content_source UMPSA Institutional Repository
url_provider http://umpir.ump.edu.my/
language English
topic TA Engineering (General). Civil engineering (General)
spellingShingle TA Engineering (General). Civil engineering (General)
Tan, Shea Qin
Nor Hasanah, Abdul Shukor Lim
Teng, Zhang Jun
Nur Farhayu, Ariffin
Effect of low molarity alkaline solution on the compressive strength of fly ash based geopolymer concrete
description The escalating of cement production had significant effect on greenhouse gases emission, thus innovation of geopolymer concrete is crucial to reduce the environmental impacts. Besides, high concentration of alkaline solution not only exhibits corrosive nature, but also increases the cost of construction. Therefore, this research studies the engineering properties and effect of elevated temperature on fly ash-based geopolymer concrete using low molarity alkaline solution. The alkaline solution used in this research is sodium hydroxide (NaOH) combines with sodium silicate (Na2SiO3) with different molarity of 2M, 4M and 10M. The binder to solution ratio of 0.45, NaOH mixed with Na2SiO3 at mass ratio of 2.5 and binder to aggregates with proportion of 1:3 was fixed. Test specimens was prepared and tested at the age of 3, 7 and 28 days. Results show that with reduced alkaline solution molarity, the compressive strength reduced by 45 and 55% for geopolymer with 4M and 2M, respectively. However, the compressive strength exhibits are within the normal strength geopolymer concrete with comparable density and workability. Therefore, it can be concluded that low molarity geopolymer concrete can be applied in construction due to more environmentally friendly and lower cost.
format Article
author Tan, Shea Qin
Nor Hasanah, Abdul Shukor Lim
Teng, Zhang Jun
Nur Farhayu, Ariffin
author_facet Tan, Shea Qin
Nor Hasanah, Abdul Shukor Lim
Teng, Zhang Jun
Nur Farhayu, Ariffin
author_sort Tan, Shea Qin
title Effect of low molarity alkaline solution on the compressive strength of fly ash based geopolymer concrete
title_short Effect of low molarity alkaline solution on the compressive strength of fly ash based geopolymer concrete
title_full Effect of low molarity alkaline solution on the compressive strength of fly ash based geopolymer concrete
title_fullStr Effect of low molarity alkaline solution on the compressive strength of fly ash based geopolymer concrete
title_full_unstemmed Effect of low molarity alkaline solution on the compressive strength of fly ash based geopolymer concrete
title_sort effect of low molarity alkaline solution on the compressive strength of fly ash based geopolymer concrete
publisher Sustainable Building Research Center (ERC) Innovative Durable Building and Infrastructure Research Center
publishDate 2022
url http://umpir.ump.edu.my/id/eprint/39147/1/durabi-2022-013-02-2.pdf
http://umpir.ump.edu.my/id/eprint/39147/
https://doi.org/10.22712/susb.20220013
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score 13.23648