Experiment Study on Self Compacting Concrete with Mineral Admixtures

Abstract

Self Compacting Concrete (SCC) is an advanced type of concrete that can flow under its own weight and completely fill the formwork without the need for mechanical vibration. SCC improves construction quality, reduces labor cost, and enhances durability. The use of mineral admixtures such as Fly Ash, Silica Fume, and Ground Granulated Blast Furnace Slag (GGBS) enhances the mechanical and durability properties of concrete while reducing cement consumption. This study focuses on the behavior, properties, advantages, and applications of SCC with mineral admixtures. Fresh concrete tests such as Slump Flow Test, V-Funnel Test, and L-Box Test are conducted to evaluate flowability and passing ability. Hardened concrete tests such as Compressive Strength Test are performed to determine strength characteristics. The results show that mineral admixtures improve workability, reduce segregation, and increase long-term strength. SCC with mineral admixtures is environmentally friendly and suitable for modern construction practices.

Introduction

Self Compacting Concrete (SCC) was first developed in Japan in 1988 to solve problems caused by poor compaction in conventional concrete. SCC is a highly flowable concrete that can spread, fill formwork, and pass through reinforcement without vibration or segregation. Mineral admixtures are added to SCC to improve strength, durability, and sustainability while reducing cement usage and environmental impact.

Conventional concrete requires vibration for proper compaction, which can cause issues such as honeycombing, voids, high labor, and noise if not done properly. SCC eliminates these problems and supports eco-friendly construction when combined with mineral admixtures like fly ash, GGBS, and silica fume, which also help reduce CO? emissions.

The study aims to analyze the properties of SCC, evaluate the effect of mineral admixtures on strength, compare SCC with conventional concrete, and promote sustainable construction materials.

SCC has several important properties such as high flowability, good passing ability, resistance to segregation, self-leveling behavior, improved surface finish, and high durability. Mineral admixtures further enhance workability, increase long-term strength, reduce heat of hydration, improve resistance to chemical attack, and decrease cement consumption.

The materials used in the study include Ordinary Portland Cement, fine and coarse aggregates, fly ash, GGBS, silica fume, superplasticizer, and water. The process involves mixing the materials, conducting fresh concrete tests such as slump flow, V-funnel, and L-box, casting concrete cubes, curing them for 7, 14, and 28 days, and finally performing compressive strength tests to analyze the results.

Conclusion

The study concludes that Self Compacting Concrete with mineral admixtures provides better workability, improved durability, and higher strength compared to conventional concrete. The elimination of vibration reduces labor cost and noise pollution. Mineral admixtures reduce cement usage and make the concrete environmentally friendly. SCC is highly suitable for heavily reinforced structures and modern construction practices. Proper mix design and proportioning are essential to achieve optimum performance

References

[1] Okamura, H. and Ouchi, M. (2003). Self Compacting Concrete. Journal of Advanced Concrete Technology. [2] EFNARC (2005). Guidelines for Self Compacting Concrete. [3] IS 10262:2019. Concrete Mix Proportioning Guidelines. [4] IS 456:2000. Plain and Reinforced Concrete Code of Practice.

Copyright

Copyright © 2026 Prof. A. Y. Bedrekar, Prof. M. S. Dhumal, Mulani Siddik Sikandar, Mote Shivraj Kumar, Kangude Dnyaneshwar Kisan, Patil Onkar Yuvraj. This is an open access article distributed under the Creative Commons Attribution License, which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited.