Authors :
Nagomiya Rajan Deepika ; Kavitha N
Volume/Issue :
Volume 10 - 2025, Issue 5 - May
Google Scholar :
https://tinyurl.com/3rpvasm7
DOI :
https://doi.org/10.38124/ijisrt/25may1636
Note : A published paper may take 4-5 working days from the publication date to appear in PlumX Metrics, Semantic Scholar, and ResearchGate.
Abstract :
This study investigates the performance of self-compacting and self-curing concrete (SCC & SCCu) using waste
recycled coarse aggregates, silica fume, and sodium polyacrylate (SAP) as additives. SCC offers high workability and
durability, while self-curing technology addresses the challenge of proper hydration, especially in inaccessible areas or water-
scarce regions. Experimental investigations were carried out on M30 grade concrete, with varying percentages of silica fume
(0.1–0.25%) and SAP (0.4– 1%). Recycled aggregates replaced conventional coarse aggregates in selected mixes. Key
properties such as compressive, tensile, and flexural strengths, as well as fresh concrete characteristics (slump flow, L-box,
Vfunnel, and J-ring tests), were evaluated. Results confirmed that optimal performance was achieved with 0.2% silica fume
and 0.8% SAP, particularly in recycled aggregate concrete, enhancing mechanical performance and sustainability.
Keywords :
Self-Compacting Concrete, Self-Curing Concrete, Recycled Aggregates, Silica Fume, SAP Agent, Sustainable Construction.
References :
- Okamura, H., & Ouchi, M. (2003). Selfcompacting concrete. Journal of Advanced Concrete Technology, 1(1), 5–15.
- EFNARC. (2005). The European Guidelines for Self-Compacting Concrete.
- Ganesan, K., Rajagopal, K., & Thangavel, K. (2008). Rice husk ash blended cement: Construction and Building Materials, 22(8), 1675–1683.
- Bentz, D. P., & Weiss, W. J. (2011). Internal curing: A 2010 state-of-theart review. NISTIR 7765.
- Rao, A., Jha, K. N., & Misra, S. (2007). Use of aggregates from recycled C&D waste in concrete. Resources, Conservation and Recycling, 50(1), 71–81.
This study investigates the performance of self-compacting and self-curing concrete (SCC & SCCu) using waste
recycled coarse aggregates, silica fume, and sodium polyacrylate (SAP) as additives. SCC offers high workability and
durability, while self-curing technology addresses the challenge of proper hydration, especially in inaccessible areas or water-
scarce regions. Experimental investigations were carried out on M30 grade concrete, with varying percentages of silica fume
(0.1–0.25%) and SAP (0.4– 1%). Recycled aggregates replaced conventional coarse aggregates in selected mixes. Key
properties such as compressive, tensile, and flexural strengths, as well as fresh concrete characteristics (slump flow, L-box,
Vfunnel, and J-ring tests), were evaluated. Results confirmed that optimal performance was achieved with 0.2% silica fume
and 0.8% SAP, particularly in recycled aggregate concrete, enhancing mechanical performance and sustainability.
Keywords :
Self-Compacting Concrete, Self-Curing Concrete, Recycled Aggregates, Silica Fume, SAP Agent, Sustainable Construction.