Effects of different lengths and doses of raw and treated sisal fibers in the cement composite material
Abstract Sisal fiber moisture sensitivity and degradation are treated by alkaline and pozzolanic methods, such as silica fume and kaolin surface coating. However, it is novel that the treatment of sisal fiber by calcined bentonite slurry can coat sisal fiber from moisture and protect it from cement...
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2025-01-01
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Online Access: | https://doi.org/10.1038/s41598-025-86046-3 |
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author | Tsion Amsalu Fode Yusufu Abeid Chande Jande Young-Deuk Kim Min-Gyu Ham Jieun Lee Thomas Kivevele Nima Rahbar |
author_facet | Tsion Amsalu Fode Yusufu Abeid Chande Jande Young-Deuk Kim Min-Gyu Ham Jieun Lee Thomas Kivevele Nima Rahbar |
author_sort | Tsion Amsalu Fode |
collection | DOAJ |
description | Abstract Sisal fiber moisture sensitivity and degradation are treated by alkaline and pozzolanic methods, such as silica fume and kaolin surface coating. However, it is novel that the treatment of sisal fiber by calcined bentonite slurry can coat sisal fiber from moisture and protect it from cement hydration by consuming free lime and reducing cement matrix alkalinity. Therefore, the present study treated sisal fibers with calcined bentonite slurry and investigated the effect of using different lengths and doses of treated and raw sisal fibers in a mortar. The results indicate that the treatment of sisal fiber with bentonite slurry improved the roughness of the fiber, reduced fresh bulk density, improved resistance in acid, salt, and alkaline conditions, and increased compressive and flexural strength at 28 and 56 days compared to the control mixture and raw sisal fiber-employed mortar. Therefore, TS1L10 improved compressive strength by 30.62% and 1.8% at 28 and 56 days, respectively. Also, TS1L10 enhanced strength and residual strength in 5% HCl by 54.54% and 72.25%, respectively, compared to the control mixture at 56 days. Generally, the present study revealed the importance of calcined bentonite-treated sisal fibers in a mortar mixture for improved durability, physical and mechanical properties. |
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id | doaj-art-9ee9f10bc30f4f5ea9c584a7971ae925 |
institution | Kabale University |
issn | 2045-2322 |
language | English |
publishDate | 2025-01-01 |
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spelling | doaj-art-9ee9f10bc30f4f5ea9c584a7971ae9252025-01-12T12:22:15ZengNature PortfolioScientific Reports2045-23222025-01-0115112010.1038/s41598-025-86046-3Effects of different lengths and doses of raw and treated sisal fibers in the cement composite materialTsion Amsalu Fode0Yusufu Abeid Chande Jande1Young-Deuk Kim2Min-Gyu Ham3Jieun Lee4Thomas Kivevele5Nima Rahbar6School of Materials, Energy, Water and Environmental Sciences (MEWES), The Nelson Mandela African Institution of Science and TechnologySchool of Materials, Energy, Water and Environmental Sciences (MEWES), The Nelson Mandela African Institution of Science and TechnologyDepartment of Mechanical Engineering, Hanyang UniversityDepartment of Mechanical Engineering, Hanyang UniversityDepartment of Mechanical Engineering, Hanyang UniversitySchool of Materials, Energy, Water and Environmental Sciences (MEWES), The Nelson Mandela African Institution of Science and TechnologyDepartment of Civil, Environmental, and Architectural Engineering, Worcester Polytechnic InstituteAbstract Sisal fiber moisture sensitivity and degradation are treated by alkaline and pozzolanic methods, such as silica fume and kaolin surface coating. However, it is novel that the treatment of sisal fiber by calcined bentonite slurry can coat sisal fiber from moisture and protect it from cement hydration by consuming free lime and reducing cement matrix alkalinity. Therefore, the present study treated sisal fibers with calcined bentonite slurry and investigated the effect of using different lengths and doses of treated and raw sisal fibers in a mortar. The results indicate that the treatment of sisal fiber with bentonite slurry improved the roughness of the fiber, reduced fresh bulk density, improved resistance in acid, salt, and alkaline conditions, and increased compressive and flexural strength at 28 and 56 days compared to the control mixture and raw sisal fiber-employed mortar. Therefore, TS1L10 improved compressive strength by 30.62% and 1.8% at 28 and 56 days, respectively. Also, TS1L10 enhanced strength and residual strength in 5% HCl by 54.54% and 72.25%, respectively, compared to the control mixture at 56 days. Generally, the present study revealed the importance of calcined bentonite-treated sisal fibers in a mortar mixture for improved durability, physical and mechanical properties.https://doi.org/10.1038/s41598-025-86046-3Sisal fiberCalcined bentoniteMoisture sensitivityCement composite materialsDeteriorationPozzolanic treatment |
spellingShingle | Tsion Amsalu Fode Yusufu Abeid Chande Jande Young-Deuk Kim Min-Gyu Ham Jieun Lee Thomas Kivevele Nima Rahbar Effects of different lengths and doses of raw and treated sisal fibers in the cement composite material Scientific Reports Sisal fiber Calcined bentonite Moisture sensitivity Cement composite materials Deterioration Pozzolanic treatment |
title | Effects of different lengths and doses of raw and treated sisal fibers in the cement composite material |
title_full | Effects of different lengths and doses of raw and treated sisal fibers in the cement composite material |
title_fullStr | Effects of different lengths and doses of raw and treated sisal fibers in the cement composite material |
title_full_unstemmed | Effects of different lengths and doses of raw and treated sisal fibers in the cement composite material |
title_short | Effects of different lengths and doses of raw and treated sisal fibers in the cement composite material |
title_sort | effects of different lengths and doses of raw and treated sisal fibers in the cement composite material |
topic | Sisal fiber Calcined bentonite Moisture sensitivity Cement composite materials Deterioration Pozzolanic treatment |
url | https://doi.org/10.1038/s41598-025-86046-3 |
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