Evaluating mechanical properties of fly ash bottom ash (FABA) geopolymer hybrid concrete in peat environment

Fly ash bottom ash (FABA) with a ratio of 80% fly ash and 20% bottom ash can be included in concrete as an additive or replacement material. The FABA concrete needs to have good mechanical properties in aggressive environments such as acidic peatland to widen its application. In this study, a mix of...

Full description

Saved in:
Bibliographic Details
Main Authors: Olivia M., Anwary A., Wibisono G., Sitompul I.R., Supit S.W.M., Usman F.
Other Authors: 35801471000
Format: Conference Paper
Published: American Institute of Physics Inc. 2023
Tags: Add Tag
No Tags, Be the first to tag this record!
id my.uniten.dspace-25944
record_format dspace
spelling my.uniten.dspace-259442023-05-29T17:05:41Z Evaluating mechanical properties of fly ash bottom ash (FABA) geopolymer hybrid concrete in peat environment Olivia M. Anwary A. Wibisono G. Sitompul I.R. Supit S.W.M. Usman F. 35801471000 57330763600 6603555902 56352960300 55887493500 55812540000 Fly ash bottom ash (FABA) with a ratio of 80% fly ash and 20% bottom ash can be included in concrete as an additive or replacement material. The FABA concrete needs to have good mechanical properties in aggressive environments such as acidic peatland to widen its application. In this study, a mix of FABA, alkaline activator and Portland cement produced the FABA hybrid geopolymer concrete. Portland Composite Cement (PCC) was a control mixture. The concrete was mixed, cast and cured for 28 days before placed in peat water until 91 days. This study determines the compressive strength, tensile strength, flexural strength and shrinkage values of the immersed samples. Results show that the FABA-GP hybrid concrete has a stable compressive strength development after 28 days. However, the tensile strength of the FABA-GP dropped by 12.9% at 91 days, indicating a slow degradation in concrete. The flexural strength of FABA-GP was not affected due to a slight decrease at 91 days in peat water. The FABA-GP has a relatively higher shrinkage than the PCC concrete. Moreover, the mechanical properties of FABA-GP hybrid concrete suggest the material could be used as low to medium grade concrete in peatland. � 2021 Author(s). Final 2023-05-29T09:05:41Z 2023-05-29T09:05:41Z 2021 Conference Paper 10.1063/5.0072591 2-s2.0-85118958781 https://www.scopus.com/inward/record.uri?eid=2-s2.0-85118958781&doi=10.1063%2f5.0072591&partnerID=40&md5=07292bcd9be2b6e1face7f922850e7e7 https://irepository.uniten.edu.my/handle/123456789/25944 2447 30021 American Institute of Physics Inc. Scopus
institution Universiti Tenaga Nasional
building UNITEN Library
collection Institutional Repository
continent Asia
country Malaysia
content_provider Universiti Tenaga Nasional
content_source UNITEN Institutional Repository
url_provider http://dspace.uniten.edu.my/
description Fly ash bottom ash (FABA) with a ratio of 80% fly ash and 20% bottom ash can be included in concrete as an additive or replacement material. The FABA concrete needs to have good mechanical properties in aggressive environments such as acidic peatland to widen its application. In this study, a mix of FABA, alkaline activator and Portland cement produced the FABA hybrid geopolymer concrete. Portland Composite Cement (PCC) was a control mixture. The concrete was mixed, cast and cured for 28 days before placed in peat water until 91 days. This study determines the compressive strength, tensile strength, flexural strength and shrinkage values of the immersed samples. Results show that the FABA-GP hybrid concrete has a stable compressive strength development after 28 days. However, the tensile strength of the FABA-GP dropped by 12.9% at 91 days, indicating a slow degradation in concrete. The flexural strength of FABA-GP was not affected due to a slight decrease at 91 days in peat water. The FABA-GP has a relatively higher shrinkage than the PCC concrete. Moreover, the mechanical properties of FABA-GP hybrid concrete suggest the material could be used as low to medium grade concrete in peatland. � 2021 Author(s).
author2 35801471000
author_facet 35801471000
Olivia M.
Anwary A.
Wibisono G.
Sitompul I.R.
Supit S.W.M.
Usman F.
format Conference Paper
author Olivia M.
Anwary A.
Wibisono G.
Sitompul I.R.
Supit S.W.M.
Usman F.
spellingShingle Olivia M.
Anwary A.
Wibisono G.
Sitompul I.R.
Supit S.W.M.
Usman F.
Evaluating mechanical properties of fly ash bottom ash (FABA) geopolymer hybrid concrete in peat environment
author_sort Olivia M.
title Evaluating mechanical properties of fly ash bottom ash (FABA) geopolymer hybrid concrete in peat environment
title_short Evaluating mechanical properties of fly ash bottom ash (FABA) geopolymer hybrid concrete in peat environment
title_full Evaluating mechanical properties of fly ash bottom ash (FABA) geopolymer hybrid concrete in peat environment
title_fullStr Evaluating mechanical properties of fly ash bottom ash (FABA) geopolymer hybrid concrete in peat environment
title_full_unstemmed Evaluating mechanical properties of fly ash bottom ash (FABA) geopolymer hybrid concrete in peat environment
title_sort evaluating mechanical properties of fly ash bottom ash (faba) geopolymer hybrid concrete in peat environment
publisher American Institute of Physics Inc.
publishDate 2023
_version_ 1806424473266552832
score 13.188404