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Influence of kaolin in fly ash based geopolymer concrete: destructive and non-destructive testing

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Main Authors: Zarina, Yahya, Mohd Mustafa Al Bakri, Abdullah, N. Mohd Ramli, Burduhos-Nergis, D. D., Rafiza, Abd Razak
Other Authors: zarinayahya@unimap.edu.my
Format: Article
Language:English
Published: IOP Publishing Ltd 2022
Subjects:
Geopolymer concrete
Kaolin
Geopolymers
Online Access:http://dspace.unimap.edu.my:80/xmlui/handle/123456789/74621
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spelling my.unimap-746212022-03-10T08:44:57Z Influence of kaolin in fly ash based geopolymer concrete: destructive and non-destructive testing Zarina, Yahya Zarina, Yahya Mohd Mustafa Al Bakri, Abdullah N. Mohd Ramli Burduhos-Nergis, D. D. Rafiza, Abd Razak zarinayahya@unimap.edu.my Center of Excellence Geopolymer and Green Technology (CEGeoGTech), School of Materials Engineering, Universiti Malaysia Perlis (UniMAP) Department of Civil Engineering Technology, Faculty of Engineering Technology, Universiti Malaysia Perlis (UniMAP) Faculty of Materials Science and Engineering, Gheorghe Asachi Technical University of Iasi Geopolymer concrete Kaolin Geopolymers Link to publisher's homepage at https://iopscience.iop.org/ Development of geopolymer concrete is mainly to reduce the production of ordinary Portland cement (OPC) that adverse the natural effect. Fly ash is a by-product collected from electrical generating power plant which resulted from burning pulverized coal. Since fly ash is waste materials, it can be recycled for future advantages particularly as pozzolanic materials in construction industry. This study focused on the feasibility of fly ash based geopolymer concrete to which kaolin has been added. The main constituents of geopolymer production for this study were class F fly ash, sodium silicate and sodium hydroxide (NaOH) solution. The concentration of NaOH solution was fixed at 12 Molar, ratio of fly ash/alkaline activator and sodium silicate/NaOH fixed at 1.5 and 2.5, respectively. Kaolin was added in range 5% to 15% from the mass of fly ash and all the samples were cured at room temperature. Destructive and non-destructive test were performed on geopolymer concrete to evaluate the best mix proportions that yield the highest strength as well as the quality of the concrete. Compressive strength, flexural strength, rebound hammer and ultrasonic pulse velocity (UPV) result have been obtained. It shown that 5% replacement of kaolin contributed to maximum compressive strength and flexural strength of 40.4 MPa and 12.35 MPa at 28 days. These result was supported by non-destructive test for the same mix proportion. 2022 2022-03-10T08:44:57Z 2022-03-10T08:44:57Z 2018-06 Article IOP Conference Services: Material Sciences Engineering, vol.374, 2018, 11 pages 1757-899x (online) http://dspace.unimap.edu.my:80/xmlui/handle/123456789/74621 https://doi.org/10.1088/1757-899x/374/1/012068 en IOP Publishing Ltd
institution Universiti Malaysia Perlis
building UniMAP Library
collection Institutional Repository
continent Asia
country Malaysia
content_provider Universiti Malaysia Perlis
content_source UniMAP Library Digital Repository
url_provider http://dspace.unimap.edu.my/
language English
topic Geopolymer concrete
Kaolin
Geopolymers
spellingShingle Geopolymer concrete
Kaolin
Geopolymers
Zarina, Yahya
Zarina, Yahya
Mohd Mustafa Al Bakri, Abdullah
N. Mohd Ramli
Burduhos-Nergis, D. D.
Rafiza, Abd Razak
Influence of kaolin in fly ash based geopolymer concrete: destructive and non-destructive testing
description Link to publisher's homepage at https://iopscience.iop.org/
author2 zarinayahya@unimap.edu.my
author_facet zarinayahya@unimap.edu.my
Zarina, Yahya
Zarina, Yahya
Mohd Mustafa Al Bakri, Abdullah
N. Mohd Ramli
Burduhos-Nergis, D. D.
Rafiza, Abd Razak
format Article
author Zarina, Yahya
Zarina, Yahya
Mohd Mustafa Al Bakri, Abdullah
N. Mohd Ramli
Burduhos-Nergis, D. D.
Rafiza, Abd Razak
author_sort Zarina, Yahya
title Influence of kaolin in fly ash based geopolymer concrete: destructive and non-destructive testing
title_short Influence of kaolin in fly ash based geopolymer concrete: destructive and non-destructive testing
title_full Influence of kaolin in fly ash based geopolymer concrete: destructive and non-destructive testing
title_fullStr Influence of kaolin in fly ash based geopolymer concrete: destructive and non-destructive testing
title_full_unstemmed Influence of kaolin in fly ash based geopolymer concrete: destructive and non-destructive testing
title_sort influence of kaolin in fly ash based geopolymer concrete: destructive and non-destructive testing
publisher IOP Publishing Ltd
publishDate 2022
url http://dspace.unimap.edu.my:80/xmlui/handle/123456789/74621
_version_ 1729704783598583808
score 13.209306

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