Impact of Recycled Fine Aggregate on Physical and Mechanical Properties of Green Mortar

Through research that combined green environmental protection with the resource usage of solid waste, we explored more possibilities for mortar using recycled fine aggregate (RFA) as a material. In this work, natural fine aggregate (NFA) with different proportions of RFA in mortar was produced, while maintaining the same particle size distribution. Four types of mortar were produced, with replacement ratios of 25%, 50%, 75%, and 100%, as well as a reference mortar type without RFA. A comprehensive evaluation of the mortar with different proportions was conducted, including its workability, density, capillary water absorption, compressive strength, and flexural strength. The results indicated that the compressive strength and flexural strength of mortar containing 50% RFA improve within 14 days. In addition, with increased RFA usage, the mortar's mechanical properties decreased. The data obtained from this study will help in the application of RFA in green mortar.

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Publication Details

Journal
Materials
Published
2025-02-05
DOI
https://doi.org/10.3390/ma18030696
Citations
3
Primary Topic
Recycled Aggregate Concrete Performance
Type
article
Field-Weighted Citation Impact
3.02
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article

Impact of Recycled Fine Aggregate on Physical and Mechanical Properties of Green Mortar

Zhiyou Jia, Xiaoqi Wan, Nannan Li, Hua Luo
3 citations
Materials
Recycled Aggregate Concrete Performance
3.02
article

Impact of Recycled Fine Aggregate on Physical and Mechanical Properties of Green Mortar

Zhiyou Jia, Xiaoqi Wan, Nannan Li, Hua Luo
article en
3 citations

Abstract

Through research that combined green environmental protection with the resource usage of solid waste, we explored more possibilities for mortar using recycled fine aggregate (RFA) as a material. In this work, natural fine aggregate (NFA) with different proportions of RFA in mortar was produced, while maintaining the same particle size distribution. Four types of mortar were produced, with replacement ratios of 25%, 50%, 75%, and 100%, as well as a reference mortar type without RFA. A comprehensive evaluation of the mortar with different proportions was conducted, including its workability, density, capillary water absorption, compressive strength, and flexural strength. The results indicated that the compressive strength and flexural strength of mortar containing 50% RFA improve within 14 days. In addition, with increased RFA usage, the mortar's mechanical properties decreased. The data obtained from this study will help in the application of RFA in green mortar.

MaterialsVol. 18(3)
Jiangxi University of Water Resources and Electric Power (CN), University of Minho (PT)
Responsible consumption and production
Openalex Percentile: Top 11%
Recycled Aggregate Concrete Performance
3.02
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