Issue |
E3S Web of Conf.
Volume 559, 2024
2024 International Conference on Sustainable Technologies in Civil and Environmental Engineering (ICSTCE 2024)
|
|
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Article Number | 04039 | |
Number of page(s) | 10 | |
Section | Structural Engineering & Concrete Technology | |
DOI | https://doi.org/10.1051/e3sconf/202455904039 | |
Published online | 08 August 2024 |
Enhancing Concrete Strength: The Impact of Silica Admixture
1 M.Tech Student, Department of Civil Engineering, IIMT University Meerut, Uttar Pradesh, 250001
2 Assistant Professor, Department of Civil Engineering, IIMT University Meerut, Uttar Pradesh, 250001
* Corresponding Email: arsaurabh12345@gmail.com
Researchers set out to determine if and by what margins Nano silica reduces the compressive strength of concrete. From seven percent to seventeen percent, silica was an ingredient in the concrete mixture. The mix design for M20 grade concrete was cast in accordance with the Indian Standard Code IS 10262-1982. One interesting thing that came out of the experiments was that the concrete’s compressive strength was stronger after 28 days compared to 7 days. In addition, concrete mixtures containing nano silica at concentrations as high as 14% showed noticeably greater compressive strength compared to conventional concrete. The compressive strength of concrete was also shown to be consistently higher when 7, 11, or 14 percent silica was added to it. Compressive strength actually decreased with the addition of silica at a rate of 17%. The finding demonstrated a robust quadratic relationship (R-squared value approaching 1) between the compressive strength (or load) and the percentage of silica in the concrete mix. As can be seen from this correlation, the strength diminishes with increasing silica concentration. So, as a mechanical property enhancer for concrete, nano silica truly comes into its own at a certain point.
© The Authors, published by EDP Sciences, 2024
This is an Open Access article distributed under the terms of the Creative Commons Attribution License 4.0, which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited.
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