Issue |
E3S Web Conf.
Volume 588, 2024
Euro-Asian Conference on Sustainable Nanotechnology, Environment, & Energy (SNE2-2024)
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Article Number | 03010 | |
Number of page(s) | 9 | |
Section | Functional Materials and their Applications | |
DOI | https://doi.org/10.1051/e3sconf/202458803010 | |
Published online | 08 November 2024 |
Effect of Supplementary Cementitious Materials on the Mechanical and Physical Properties of Lightweight Concrete
1 Peter the Great St. Petersburg Polytechnic University, Saint Petersburg 195251, Russian Federation
2 Lovely Professional University, Phagwara, Punjab, India ;
3 Department of Information Technology, GRIET, Bachupally, Hyderabad, Telangana, India
4 Uttaranchal University, Dehradun - 248007, India
5 Centre of Research Impact and Outcome, Chitkara University, Rajpura - 140417, Punjab, India
6 Lovely Professional University, Phagwara, Punjab, India,
7 Chitkara Centre for Research and Development, Chitkara University, Himachal Pradesh - 174103 India
8 School of Pharmaceutical Sciences, University Research Department, Bahra University, Waknaghat, Distt. Solan, HP-173234, India.
9 Faculty of Pharmaceutical Sciences, Research & Incubation Centre, Rayat Bahra University, Chandigarh-Ropar NH 205, Greater Mohali, Punjab, 140103, India
* Corresponding author: ekotov.cfd@gmail.com
The effect of different amounts of supplemental cementitious materials (SCMs) on the physical and mechanical characteristics of lightweight concrete is examined in this study. SCMs include Fly Ash, Rice Husk Ash (RHA), Ground Granulated Blast-furnace Slag (GGBS), and Silica Fume. Cube crushing strength, flexural strength, density and water absorption tests were performed on eight mix proportions. The current study also established that, when 20% Fly Ash was incorporated in the concrete as a replacement, the compressive strength was 30 MPa and the flexural strength was 4 MPa, the highest compressive strength of 32 MPa and the flexural strength of 4.2 MPa were however obtained when 20% Silica Fume was incorporated in the concrete as a replacement. In the present study only small increment in water absorption was recorded for mixtures containing GGBS and RHA while Fly Ash and Silica Fume shown relatively less water absorption than the control specimen. So, according to the results obtained Fly Ash and Silica Fume are good additives to lightweight concrete since the material becomes more stronger and durable and at the same time has low density.
Key words: Lightweight concrete / Fly Ash / Rice Husk Ash / GGBS / Silica Fume / Compressive strength / Flexural strength / Water absorption / Density / Supplementary Cementitious Materials
© 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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