Experimental Study on Fresh and Hardened Properties of Concrete with Fine Aggregate Replacement by Manufactured Sand
Keywords:
Manufactured Sand (M-sand), River Sand, Concrete, M40 Grade Concrete, Mechanical Properties, Durability, Compressive Strength, Tensile Strength, Flexural Strength, WorkabilityAbstract
The growing demand for natural river sand as a fine aggregate in concrete production has led to over-exploitation of riverbeds, causing environmental concerns such as soil erosion and depletion of aquatic ecosystems. Consequently, there has been a significant shift toward finding sustainable alternatives to natural sand. One such alternative is Manufactured Sand (M-sand), which is produced by crushing granite stone and can serve as a viable replacement for river sand in concrete. This study explores the potential of M-sand as a substitute for natural river sand in the production of M40 grade concrete. The primary objective of this research is to evaluate the impact of different proportions of M-sand on the mechanical and durability properties of concrete. In this study, M-sand was used as a partial replacement for river sand in varying proportions, ranging from 0% to 100% in increments of 10%. The mix design was based on the IS: 10262 – 1982 standard, and various concrete tests were performed to assess its workability, compressive strength, splitting tensile strength, flexural strength, and water absorption. Ordinary Portland Cement (OPC) 53-grade was used in the mix along with crushed granite as coarse aggregates. The study included an investigation of the effect of M-sand on the workability of fresh concrete and the mechanical strength of hardened concrete, including compressive, tensile, and flexural strength, to understand the structural performance of the concrete.
Downloads
References
H. Zhao, Y. Hu, S. Li, J. Liu, and P. Yang, "Seismic performance of a new type of RC shear walls confined with high-strength rectangular spiral reinforcements," Materials and Structures, vol. 57, no. 38, pp. 248, Feb. 2024.
G. Xu, T. Guo, and A. Li, "Seismic resilient shear wall structures: A state-of-the-art review," Science China Technological Sciences, vol. 66, pp. 1640-1661, May 2023.
A. Belay and T. Wondimu, "Seismic performance evaluation of steel and GFRP reinforced concrete shear walls at high temperature," Journal of Engineering and Applied Science, vol. 70, no. 4, pp. 2159, Jan. 2023.
M. Comerio, K. Elwood, and R. Berkowitz, "Learning from earthquakes: The M6.3 Christchurch, New Zealand, earthquake of February 22, 2011," Oakland: Earthquake Engineering Research Institute (EERI) Special Earthquake Report, 2011.
F. Zhou, H. H. Cui, A. B. E. Shigataka, et al., "Inspection report of the disaster of the East Japan earthquake by Sino-Japanese joint mission," Build Struct, vol. 42, no. 1, pp. 1-20, 2012.
G. P. Cimellaro, A. M. Reinhorn, and M. Bruneau, "Framework for analytical quantification of disaster resilience," Eng Struct, vol. 32, pp. 3639-3649, 2010.
Ministry of Housing and Urban-Rural Construction of the People’s Republic of China (MHURC), "Code for Seismic Design of Buildings (GB 50011-2010)," 2010.
B. Zhao, F. Taucer, and T. Rossetto, "Field investigation on the performance of building structures during the 12 May 2008 Wenchuan earthquake in China," Eng Struct, vol. 31, pp. 1707-1723, 2009.
M. Lew, F. Naeim, and L. D. Carpenter, "The significance of the 27 February 2010 offshore Maule, Chile earthquake," Struct Des Tall Spec Build, vol. 19, pp. 826-837, 2010.
F. Naeim, M. Lew, and L. D. Carpenter, "Performance of tall buildings in Santiago, Chile during the 27 February 2010 offshore Maule, Chile earthquake," Struct Des Tall Spec Build, 52 vol. 20, pp. 1-16, 2011.
Downloads
Published
Issue
Section
License
Copyright (c) 2025 Pooja Raj, Dharmendra Prajapati (Author)

This work is licensed under a Creative Commons Attribution 4.0 International License.
https://creativecommons.org/licenses/by/4.0