Effect of nano alumina on some properties of sustainable reactive powder concrete

Reactive powder concrete (RPC) is an ultra-high-performance concrete.It consists of very fine powder including cement, sand, silica fume, quartz powder, steel fiber, superplasticizer, and very low water to cementitious ratio.Reducing the high cement content in RPC by replacing it with nano-Al 2 O 3 to produce environmentally friendly RPC was the objective of this study.In this research, 10% of the weight of fine aggregate was replaced with quartz sand.After that, 0.5%, 1%, and 1.5% by weight of cement was replaced with nano-Al 2 O 3. compressive strength, flexural strength, and splitting tensile strength tests were performed.The findings exhibited the optimal percentage of nano-Al 2 O 3 was 1% where the compressive, flexural, and splitting tensile strengths at 28 days increased by 10.57%, 20.89% and 15.68%, respectively, in comparison to the reference mixture.

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Publication Details

Journal
Journal of Ecological Engineering
Published
2025-05-14
DOI
https://doi.org/10.12911/22998993/202235
Citations
1
Primary Topic
Innovations in Concrete and Construction Materials
Type
article
Field-Weighted Citation Impact
1.01
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article

Effect of nano alumina on some properties of sustainable reactive powder concrete

Nada Mahdi Fawzi Aljalawi, Tara Alaa Jalil
1 citations
Journal of Ecological Engineering
Innovations in Concrete and Construction Materials
1.01
article

Effect of nano alumina on some properties of sustainable reactive powder concrete

Nada Mahdi Fawzi Aljalawi, Tara Alaa Jalil
article en
1 citations

Abstract

Reactive powder concrete (RPC) is an ultra-high-performance concrete.It consists of very fine powder including cement, sand, silica fume, quartz powder, steel fiber, superplasticizer, and very low water to cementitious ratio.Reducing the high cement content in RPC by replacing it with nano-Al 2 O 3 to produce environmentally friendly RPC was the objective of this study.In this research, 10% of the weight of fine aggregate was replaced with quartz sand.After that, 0.5%, 1%, and 1.5% by weight of cement was replaced with nano-Al 2 O 3. compressive strength, flexural strength, and splitting tensile strength tests were performed.The findings exhibited the optimal percentage of nano-Al 2 O 3 was 1% where the compressive, flexural, and splitting tensile strengths at 28 days increased by 10.57%, 20.89% and 15.68%, respectively, in comparison to the reference mixture.

Journal of Ecological EngineeringVol. 26(7)
Responsible consumption and production
Openalex Percentile: Top 25%
Innovations in Concrete and Construction Materials
1.01
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