The influence of water cement ratio and sand ratio on the compressive strength of ceramic aggregate concrete at room temperature

This research explores the influence of water-cement and sand-aggregate ratios on ceramic aggregate concrete's compressive strength at ambient temperature. By fabricating nine specimens with distinct mix proportions, the study explored the influence of cement content varying from 16.6% to 17.5%. The specimens were subjected to compressive strength tests at 3, 7, and 28 days, and the interrelationships between the water-to-cement ratio, sand-to-aggregate ratio, and the 28-day compressive strength were scrutinised using grey relational analysis. The results indicate that the sand-to-aggregate ratio profoundly affects the 28-day compressive strength of ceramic aggregate concrete across various mix ratios, with a grey correlation degree of 0.7645, underscoring its significance as a pivotal parameter. The water-to-cement ratio also played a role in the experiment, albeit with a lower grey correlation degree of 0.5811, suggesting that it should not be overlooked.

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Publication Details

Journal
International Journal of Microstructure and Materials Properties
Published
2024-12-20
DOI
https://doi.org/10.1504/ijmmp.2025.143432
Primary Topic
Concrete and Cement Materials Research
Type
article
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article

The influence of water cement ratio and sand ratio on the compressive strength of ceramic aggregate concrete at room temperature

Ju Yi, Yingjun Liang
International Journal of Microstructure and Materials Properties
Concrete and Cement Materials Research
article

The influence of water cement ratio and sand ratio on the compressive strength of ceramic aggregate concrete at room temperature

Ju Yi, Yingjun Liang
article en

Abstract

This research explores the influence of water-cement and sand-aggregate ratios on ceramic aggregate concrete's compressive strength at ambient temperature. By fabricating nine specimens with distinct mix proportions, the study explored the influence of cement content varying from 16.6% to 17.5%. The specimens were subjected to compressive strength tests at 3, 7, and 28 days, and the interrelationships between the water-to-cement ratio, sand-to-aggregate ratio, and the 28-day compressive strength were scrutinised using grey relational analysis. The results indicate that the sand-to-aggregate ratio profoundly affects the 28-day compressive strength of ceramic aggregate concrete across various mix ratios, with a grey correlation degree of 0.7645, underscoring its significance as a pivotal parameter. The water-to-cement ratio also played a role in the experiment, albeit with a lower grey correlation degree of 0.5811, suggesting that it should not be overlooked.

International Journal of Microstructure and Materials PropertiesVol. 18(1/2)
Changsha University (CN), Hunan Vocational Institute of Technology (CN)
Openalex Percentile: Top 73%
Concrete and Cement Materials Research
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