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Title: Waste iron powder as aggregate and binder in mortar production // Magazine of Civil Engineering. – 2021. – № 8 (108). — С. 10810
Creators: Miah M. J.; Miah M. S.; Paul S. C.; Kong S. Y.; Babafemi A. J.; Ali M. K.; Patoary M. M. H.
Imprint: 2021
Collection: Общая коллекция
Subjects: Строительство; Строительные материалы и изделия; adeiladu atebion; morter cynhyrchu; dreulir powdr haearn; morter llenwyr; morter rhwymwr; morter cryfder; строительные растворы; производство строительных растворов; отработанные железные порошки; заполнители строительных растворов; связующее строительных растворов; прочность растворов
UDC: 691
LBC: 38.3
Document type: Article, report
File type: PDF
Language: English
DOI: 10.34910/MCE.108.10
Rights: Свободный доступ из сети Интернет (чтение, печать, копирование)
Record key: RU\SPSTU\edoc\67998

Allowed Actions: Read Download (0.6 Mb)

Group: Anonymous

Network: Internet

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This paper study the feasibility of reusing waste iron powder (WIP) in mortar as both natural fine aggregate (NFA) and cement replacement material. Within this context, the physical and mechanical properties of mortar made with five percentage replacements of 0 %, 25 %, 50 %, 75 %, and 100 % for NFA by WIP and 0 %, 2.5 %, 5 %, 7.5 %, and 10 % for cement by fine waste iron powder (FWIP) are studied at 7, 14 and 28 days. Cube, briquette, and prism specimens for compression, tension, and flexural strength, respectively, tests were used. It is found that the workability decreases, and the density of mortar increase with the increased replacement percentage of NFA by WIP. The compressive, tensile, and flexural strength of mortar made with WIP are significantly higher than NFA. The maximum increase in strength of mortar is observed for 75 % WIP, which is 30 % for compressive, 35 % for tensile, and 37 % for flexural strength, respectively, relative to the control at 28 days. Conversely, when FWIP is used as a cement replacement material, all strength decreases with an increase in FWIP. The maximum decrease in strength is observed for 10 % FWIP, which is 40 % for compressive and tensile, and 16 % for flexural strength, accordingly, relative to the control at 28 days. The results presented in this study demonstrate that, to some extent, WIP and FWIP can be used in concrete/mortar production. Successful application of these waste materials may add economical benefit in the production of sustainable building material as well as conserve the natural aggregates.

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Table of Contents

  • Waste iron powder as aggregate and binder in mortar production
    • 1. Introduction
    • 2. Materials and Methods
      • 2.1. Materials
      • 2.2. Experimental programs and test procedures
    • 3. Results and Discussion
      • 3.1. Performance of mortar made with WIP as replacement for NFA
      • 3.2. Performance of mortar made with FWIP as replacement for cement
    • 4. Conclusions
    • 5. Acknowledgments
    • 6. Conflicts of Interest

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