Mechanical properties of concrete produced with alkali-activated slag-fly ash and recycled concrete aggregate and designed using the densified mixture design algorithm (DMDA) method: Effects of recycled aggregate content and alkaline solution

The purpose of this study was to evaluate the mechanical properties of concrete specimens produced with recycled aggregate (RA) from construction demolition waste (CDW) based on alkaline activated slag-fly ash (AASF). The recycled aggregate concrete mixtures (RAC) were designed using DMDA method, wi...

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Published inDevelopments in the built environment Vol. 14; p. 100125
Main Authors Vo, Duy-Hai, Tran Thi, Khanh-Dung, Hwang, Chao-Lung, Liao, Min-Chih, Hsu, Wei-Liang, Yehualaw, Mitiku Damtie
Format Journal Article
LanguageEnglish
Published Elsevier Ltd 01.04.2023
Elsevier
Subjects
alkali-Activated slag-fly ash
Compressive strength
DMDA
Recycled aggregate concrete
alkali-Activated slag-fly ash
Recycled aggregate concrete
Compressive strength
DMDA
Online AccessGet full text
ISSN2666-1659
2666-1659
DOI10.1016/j.dibe.2023.100125

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Abstract The purpose of this study was to evaluate the mechanical properties of concrete specimens produced with recycled aggregate (RA) from construction demolition waste (CDW) based on alkaline activated slag-fly ash (AASF). The recycled aggregate concrete mixtures (RAC) were designed using DMDA method, with RA used as a 30%, 40%, and 50% partial replacement for natural aggregate (Category 1) and with Na2O doses of 4%–8% and modulus ratios of 0.6–1.4 (Ms = SiO2/Na2O; Category 2). The results showed that the inclusion of RA negatively affected the mechanical properties of RAC specimens, with recycled coarse aggregate exhibiting less of a negative effect than recycled fine aggregate. The concrete mixtures exhibited mechanical strength values of 20.7–35.9 MPa and UPV values of 3692–4200 m/s at 28 days of curing age. Concrete characteristics were significantly better in the mixtures produced using higher alkaline concentrations than in those produced using lower alkaline concentrations. •Eco-friendly concrete specimens are produced using several RA-replacement levels and alkaline parameters.•The DMDA method is used to determine the optimum level of FA densified mixture and hydration reaction.•High RA content significantly and negatively affects the properties of RAC specimens.•Using a higher alkaline solution minimizes the negative influence of RA on concrete properties.
AbstractList The purpose of this study was to evaluate the mechanical properties of concrete specimens produced with recycled aggregate (RA) from construction demolition waste (CDW) based on alkaline activated slag-fly ash (AASF). The recycled aggregate concrete mixtures (RAC) were designed using DMDA method, with RA used as a 30%, 40%, and 50% partial replacement for natural aggregate (Category 1) and with Na2O doses of 4%–8% and modulus ratios of 0.6–1.4 (Ms = SiO2/Na2O; Category 2). The results showed that the inclusion of RA negatively affected the mechanical properties of RAC specimens, with recycled coarse aggregate exhibiting less of a negative effect than recycled fine aggregate. The concrete mixtures exhibited mechanical strength values of 20.7–35.9 MPa and UPV values of 3692–4200 m/s at 28 days of curing age. Concrete characteristics were significantly better in the mixtures produced using higher alkaline concentrations than in those produced using lower alkaline concentrations.
The purpose of this study was to evaluate the mechanical properties of concrete specimens produced with recycled aggregate (RA) from construction demolition waste (CDW) based on alkaline activated slag-fly ash (AASF). The recycled aggregate concrete mixtures (RAC) were designed using DMDA method, with RA used as a 30%, 40%, and 50% partial replacement for natural aggregate (Category 1) and with Na2O doses of 4%–8% and modulus ratios of 0.6–1.4 (Ms = SiO2/Na2O; Category 2). The results showed that the inclusion of RA negatively affected the mechanical properties of RAC specimens, with recycled coarse aggregate exhibiting less of a negative effect than recycled fine aggregate. The concrete mixtures exhibited mechanical strength values of 20.7–35.9 MPa and UPV values of 3692–4200 m/s at 28 days of curing age. Concrete characteristics were significantly better in the mixtures produced using higher alkaline concentrations than in those produced using lower alkaline concentrations. •Eco-friendly concrete specimens are produced using several RA-replacement levels and alkaline parameters.•The DMDA method is used to determine the optimum level of FA densified mixture and hydration reaction.•High RA content significantly and negatively affects the properties of RAC specimens.•Using a higher alkaline solution minimizes the negative influence of RA on concrete properties.
ArticleNumber 100125
Author Yehualaw, Mitiku Damtie
Liao, Min-Chih
Hwang, Chao-Lung
Vo, Duy-Hai
Hsu, Wei-Liang
Tran Thi, Khanh-Dung
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Keywords alkali-Activated slag-fly ash
Recycled aggregate concrete
Compressive strength
DMDA
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Snippet The purpose of this study was to evaluate the mechanical properties of concrete specimens produced with recycled aggregate (RA) from construction demolition...
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SubjectTerms alkali-Activated slag-fly ash
Compressive strength
DMDA
Recycled aggregate concrete
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Title Mechanical properties of concrete produced with alkali-activated slag-fly ash and recycled concrete aggregate and designed using the densified mixture design algorithm (DMDA) method: Effects of recycled aggregate content and alkaline solution
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