Impact of M-Sand on Rheological, Mechanical, and Microstructural Properties of Self-Compacting Concrete

• Published in: Buildings (Basel) 2023-04, Vol.13 (5), p.1126
• Main Authors: Suriya, D., Chandar, S. Prakash, Ravichandran, P. T.
• Format: Article
• Language: English
• Subjects: Admixtures; Analysis; Bonding strength; Cement hydration; Composite materials; Compressive strength; Concrete; Concrete mixing; Construction industry; Density; Energy consumption; Fourier transforms; FTIR; Fumes; Gravity; Impact resistance; Impact strength; Infrared spectroscopy; mechanical performance; Mechanical properties; Particle size; pozzolanic materials; Pozzolans; Rheological properties; Rheology; Rivers; Sand; Sand & gravel; Sand, gravel and stone industry; Scanning electron microscopy; Self-compacting concrete; SEM; Silica; Silica fume; Spectrum analysis; Tensile strength; X-ray diffraction; XRD
• ISSN: 2075-5309; 2075-5309
• DOI: 10.3390/buildings13051126

In construction Industries, superior fresh and hardened concrete qualities play a significant role in which self-compacting concrete (SCC) is widely introduced. On the other hand, considering the depletion of river sand, manufactured sand (M-sand), created by crushing rock deposits, has been recognized as viable. However, still, there is a lack of understanding of the strength aspect of SCC with M-sand replacement along with admixtures such as Alccofine and silica fume. Therefore, experimental investigations are conducted in SCC by partially and completely replacing river sand with M-sand. Furthermore, to reduce the negative impacts of cement, such as energy consumption and environmental pollution, 10% and 12% pozzolanic materials were added, such as silica fumes and alccofine. Moreover, to examine the impacts on rheological and mechanical properties, EFNARC guidelines were used and measured the compressive strength, impact resistance, bond strength, and flexural and splitting tensile strengths. The test results indicate that incorporating the M-sand as a full replacement in the mix increased the compressive strength by 6.82% for M50 grades of concrete compared to reference SCC after a 28-day curing period. Microstructural analyses such as SEM (Scanning Electron Microscope), EDS (Energy-Dispersive Spectroscopy), XRD (X-ray diffraction), and FTIR (Fourier Transform Infrared Spectroscopy) techniques were also used to study the hydration phase of the M-sand SCC mix when compared to the conventional SCC mix.