Influence of portland cement replacement in high calcium fly ash geopolymer paste
This article presents the influence of ordinary Portland cement (OPC) replacement in high calcium fly ash (FA) geopolymer paste. FA was used to replace OPC at the rate of 5, 10 and 15% by mass of binder. Sodium silicate (Na2SiO3) and 10 molar sodium hydroxide (NaOH) solutions were used as the alkali...
Main Authors: | , , , |
---|---|
Format: | Article |
Language: | English |
Published: |
Khon Kaen University
2014-03-01
|
Series: | KKU Engineering Journal |
Subjects: | |
Online Access: | https://www.tci-thaijo.org/index.php/kkuenj/article/download/21758/18769 |
id |
doaj-1fc7197850624a848e1bc76ab4764606 |
---|---|
record_format |
Article |
spelling |
doaj-1fc7197850624a848e1bc76ab47646062020-11-25T00:06:30ZengKhon Kaen UniversityKKU Engineering Journal0125-82732286-94332014-03-014111927Influence of portland cement replacement in high calcium fly ash geopolymer pasteTanakorn Phoo-ngernkhamPrinya ChindaprasirtVanchai SataSakonwan HanjitsuwanThis article presents the influence of ordinary Portland cement (OPC) replacement in high calcium fly ash (FA) geopolymer paste. FA was used to replace OPC at the rate of 5, 10 and 15% by mass of binder. Sodium silicate (Na2SiO3) and 10 molar sodium hydroxide (NaOH) solutions were used as the alkaline solution in the reaction. The Na2SiO3/NaOH ratio of 2.0 and the liquid/binder (L/B) ratio of 0.60 were used in all mixtures. The results of increase OPC replacement, the setting time and compressive strain capacity decreased while the compressive strength and modulus of elasticity increased. The compressive strength and modulus of elasticity at 28 days of geopolymer pastes with 15% OPC replacement were 36.7 MPa and 13,300 MPa, respectively. https://www.tci-thaijo.org/index.php/kkuenj/article/download/21758/18769GeopolymerHigh calcium fly ashPortland cementCompressive strengthModulus of elasticity. |
collection |
DOAJ |
language |
English |
format |
Article |
sources |
DOAJ |
author |
Tanakorn Phoo-ngernkham Prinya Chindaprasirt Vanchai Sata Sakonwan Hanjitsuwan |
spellingShingle |
Tanakorn Phoo-ngernkham Prinya Chindaprasirt Vanchai Sata Sakonwan Hanjitsuwan Influence of portland cement replacement in high calcium fly ash geopolymer paste KKU Engineering Journal Geopolymer High calcium fly ash Portland cement Compressive strength Modulus of elasticity. |
author_facet |
Tanakorn Phoo-ngernkham Prinya Chindaprasirt Vanchai Sata Sakonwan Hanjitsuwan |
author_sort |
Tanakorn Phoo-ngernkham |
title |
Influence of portland cement replacement in high calcium fly ash geopolymer paste |
title_short |
Influence of portland cement replacement in high calcium fly ash geopolymer paste |
title_full |
Influence of portland cement replacement in high calcium fly ash geopolymer paste |
title_fullStr |
Influence of portland cement replacement in high calcium fly ash geopolymer paste |
title_full_unstemmed |
Influence of portland cement replacement in high calcium fly ash geopolymer paste |
title_sort |
influence of portland cement replacement in high calcium fly ash geopolymer paste |
publisher |
Khon Kaen University |
series |
KKU Engineering Journal |
issn |
0125-8273 2286-9433 |
publishDate |
2014-03-01 |
description |
This article presents the influence of ordinary Portland cement (OPC) replacement in high calcium fly ash (FA) geopolymer paste. FA was used to replace OPC at the rate of 5, 10 and 15% by mass of binder. Sodium silicate (Na2SiO3) and 10 molar sodium hydroxide (NaOH) solutions were used as the alkaline solution in the reaction. The Na2SiO3/NaOH ratio of 2.0 and the liquid/binder (L/B) ratio of 0.60 were used in all mixtures. The results of increase OPC replacement, the setting time and compressive strain capacity decreased while the compressive strength and modulus of elasticity increased. The compressive strength and modulus of elasticity at 28 days of geopolymer pastes with 15% OPC replacement were 36.7 MPa and 13,300 MPa, respectively.
|
topic |
Geopolymer High calcium fly ash Portland cement Compressive strength Modulus of elasticity. |
url |
https://www.tci-thaijo.org/index.php/kkuenj/article/download/21758/18769 |
work_keys_str_mv |
AT tanakornphoongernkham influenceofportlandcementreplacementinhighcalciumflyashgeopolymerpaste AT prinyachindaprasirt influenceofportlandcementreplacementinhighcalciumflyashgeopolymerpaste AT vanchaisata influenceofportlandcementreplacementinhighcalciumflyashgeopolymerpaste AT sakonwanhanjitsuwan influenceofportlandcementreplacementinhighcalciumflyashgeopolymerpaste |
_version_ |
1725421787781529600 |