Experimental Study on Self Compacting & Self-Curing Concrete using Recycled Aggregates with Silica Fume and Sap Agent


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 :

  1. Okamura, H., & Ouchi, M. (2003). Selfcompacting concrete. Journal of Advanced Concrete Technology, 1(1), 5–15.
  2. EFNARC. (2005). The European Guidelines for Self-Compacting Concrete.
  3. Ganesan, K., Rajagopal, K., & Thangavel, K. (2008). Rice husk ash blended cement: Construction and Building Materials, 22(8), 1675–1683.
  4. Bentz, D. P., & Weiss, W. J. (2011). Internal curing: A 2010 state-of-theart review. NISTIR 7765.
  5. 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.

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