Optimization of Alkali-Activated Municipal Slag Composite Performance by Substituting Varying Ratios of Fly Ash for Fine Aggregate

This study investigates the effect of varying ratios of fly ash as a partial replacement for fine aggregate on the performance of alkali-activated municipal slag composites. The strength and other properties of alkali-activated cementitious material (AACM) composites can be optimized by selecting th...

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Autores principales: Mahmoud Abo El-Wafa, Kimio Fukuzawa
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Lenguaje:EN
Publicado: MDPI AG 2021
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spelling oai:doaj.org-article:4687ac4e9dc5402fb37cdd7464f389a52021-11-11T17:52:14ZOptimization of Alkali-Activated Municipal Slag Composite Performance by Substituting Varying Ratios of Fly Ash for Fine Aggregate10.3390/ma142162991996-1944https://doaj.org/article/4687ac4e9dc5402fb37cdd7464f389a52021-10-01T00:00:00Zhttps://www.mdpi.com/1996-1944/14/21/6299https://doaj.org/toc/1996-1944This study investigates the effect of varying ratios of fly ash as a partial replacement for fine aggregate on the performance of alkali-activated municipal slag composites. The strength and other properties of alkali-activated cementitious material (AACM) composites can be optimized by selecting the appropriate mix proportion. In this study, we used fly ash as a substitute for fine aggregate (FA/S) at varying ratios of 0.0, 5.0, 10.0, 15.0, 20.0, 25.0, and 30.0%, mixed with 50% water (W/SL), and 20% alkali activator (AL/SL) content instead of municipal slag (SL) as a core binder, cured in steam conditions. The effects of these substitutions on the initial mixing temperature, slump flow, compressive and splitting tensile strengths, and microstructure analysis of composites cured in steam conditions were investigated at 1, 7, 28, and 91 days. The evaluation of the experimental results revealed that increasing the ratio of fly ash substitution to fine aggregate by up to 20.0% led to a higher strength attributable to the composites, whereas when the extra substitution ratio of FA/S ranged from 25.0–30.0%, significant decreases in strength were observed. The composites’ strengths were estimated using the ACI 209 and ACI 318 design equations and compared to the measured strengths.Mahmoud Abo El-WafaKimio FukuzawaMDPI AGarticlealkali-activatedmunicipal slagfly ashcementitious materialsmicrostructure analysissteam curingTechnologyTElectrical engineering. Electronics. Nuclear engineeringTK1-9971Engineering (General). Civil engineering (General)TA1-2040MicroscopyQH201-278.5Descriptive and experimental mechanicsQC120-168.85ENMaterials, Vol 14, Iss 6299, p 6299 (2021)
institution DOAJ
collection DOAJ
language EN
topic alkali-activated
municipal slag
fly ash
cementitious materials
microstructure analysis
steam curing
Technology
T
Electrical engineering. Electronics. Nuclear engineering
TK1-9971
Engineering (General). Civil engineering (General)
TA1-2040
Microscopy
QH201-278.5
Descriptive and experimental mechanics
QC120-168.85
spellingShingle alkali-activated
municipal slag
fly ash
cementitious materials
microstructure analysis
steam curing
Technology
T
Electrical engineering. Electronics. Nuclear engineering
TK1-9971
Engineering (General). Civil engineering (General)
TA1-2040
Microscopy
QH201-278.5
Descriptive and experimental mechanics
QC120-168.85
Mahmoud Abo El-Wafa
Kimio Fukuzawa
Optimization of Alkali-Activated Municipal Slag Composite Performance by Substituting Varying Ratios of Fly Ash for Fine Aggregate
description This study investigates the effect of varying ratios of fly ash as a partial replacement for fine aggregate on the performance of alkali-activated municipal slag composites. The strength and other properties of alkali-activated cementitious material (AACM) composites can be optimized by selecting the appropriate mix proportion. In this study, we used fly ash as a substitute for fine aggregate (FA/S) at varying ratios of 0.0, 5.0, 10.0, 15.0, 20.0, 25.0, and 30.0%, mixed with 50% water (W/SL), and 20% alkali activator (AL/SL) content instead of municipal slag (SL) as a core binder, cured in steam conditions. The effects of these substitutions on the initial mixing temperature, slump flow, compressive and splitting tensile strengths, and microstructure analysis of composites cured in steam conditions were investigated at 1, 7, 28, and 91 days. The evaluation of the experimental results revealed that increasing the ratio of fly ash substitution to fine aggregate by up to 20.0% led to a higher strength attributable to the composites, whereas when the extra substitution ratio of FA/S ranged from 25.0–30.0%, significant decreases in strength were observed. The composites’ strengths were estimated using the ACI 209 and ACI 318 design equations and compared to the measured strengths.
format article
author Mahmoud Abo El-Wafa
Kimio Fukuzawa
author_facet Mahmoud Abo El-Wafa
Kimio Fukuzawa
author_sort Mahmoud Abo El-Wafa
title Optimization of Alkali-Activated Municipal Slag Composite Performance by Substituting Varying Ratios of Fly Ash for Fine Aggregate
title_short Optimization of Alkali-Activated Municipal Slag Composite Performance by Substituting Varying Ratios of Fly Ash for Fine Aggregate
title_full Optimization of Alkali-Activated Municipal Slag Composite Performance by Substituting Varying Ratios of Fly Ash for Fine Aggregate
title_fullStr Optimization of Alkali-Activated Municipal Slag Composite Performance by Substituting Varying Ratios of Fly Ash for Fine Aggregate
title_full_unstemmed Optimization of Alkali-Activated Municipal Slag Composite Performance by Substituting Varying Ratios of Fly Ash for Fine Aggregate
title_sort optimization of alkali-activated municipal slag composite performance by substituting varying ratios of fly ash for fine aggregate
publisher MDPI AG
publishDate 2021
url https://doaj.org/article/4687ac4e9dc5402fb37cdd7464f389a5
work_keys_str_mv AT mahmoudaboelwafa optimizationofalkaliactivatedmunicipalslagcompositeperformancebysubstitutingvaryingratiosofflyashforfineaggregate
AT kimiofukuzawa optimizationofalkaliactivatedmunicipalslagcompositeperformancebysubstitutingvaryingratiosofflyashforfineaggregate
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