Research Article Evaluation of Mechanical and Durability Properties of Eco-Friendly Concrete Containing Silica Fume, Waste Glass Powder, and Ground Granulated Blast Furnace Slag Mahdi Bameri , 1 Soroush Rashidi , 2 Mohammad Mohammadhasani , 3 Mohammad Maghsoudi , 4 Hesam Madani , 5 and Fereydoun Rahmani 6 1 Civil ngineering, Tehran, Iran 2 Civil ngineering Structural ngineering, Islamic Azad University Branch of Kerman, Kerman, Iran 3 Seismology ngineering & Risk Department, Building, Housing & Urban Development Research Center (BHRC), Tehran, Iran 4 Department of Civil ngineering, University of Jiroft, Jiroft, Iran 5 Faculty of Civil and Surveying ngineering, Graduate University of Advanced Technology, Kerman, Iran 6 Kerman Cement Industry Group (KCIG), Kerman, Iran Correspondence should e addressed to Mahdi Bameri; mahdi.ameri1990@gmail.com Received 22 April 2022; Revised 21 October 2022; Accepted 26 November 2022; Published 6 December 2022 Academic Editor: Roert ˇ Cern´ y Copyright©2022MahdiBamerietal.TisisanopenaccessarticledistriutedundertheCreativeCommonsAttriutionLicense, which permits unrestricted use, distriution, and reproduction in any medium, provided the original work is properly cited. By considering the adverse environmental impacts of the cement manufacturing process, there have een many eforts for cement replacement y supplementary cementitious materials (SCMs), which can enhance the produced concrete performance while reducing cement consumption. Tis study evaluated the efects of various proportions of silica fume (SF), waste glass powder (WGP), and ground granulated last furnace slag (GGBFS) on the mechanical and duraility properties of concrete. Te properties evaluated in this study include compressive, tensile, and fexural strength, magnesium sulfate and sulfuric acid attack, surface resistivity, rapid chloride penetraility test (RCPT), water asorption, depth of penetration of water, and microstructure analysis y scanning electron microscopy (SEM). Te results of compressive, tensile, and fexural strength, chloride ion pen• etraility, and water asorption tests showed that adding 5% of SF to mixtures containing 10% WGP or 10% GGBFS improved concrete performance signifcantly due to packing density and synergistic efect; however, adding 5% of SF to concrete mixtures decreased the resistance against the magnesium sulfate and sulfuric acid attack. Te inary mixture of 15% of WGP showed appropriate performance against the magnesium sulfate and sulfuric acid attack, which may e due to the sacrifcial nature of WGP. In addition, the inary mixtures of 15% of WGP and 15% of GGBFS reduced the depth of penetration of water y 45%. Microstructure analysis y SEM showed that the presence of SF, along with WGP and GGBFS, improves the packing density. Finally, adding 5% of SF is suggested to improve the properties of concrete mixtures containing WGP and GGBFS. 1.Introduction Cement is ecoming one of the most widely used worldwide structural materials ecause of the development of the construction industry. Te annual cement production worldwide is reached more than 4.2 illion tonnes and is anticipated to grow continuously [1]. Te cement production processes use a large volume of raw materials and energy, and a signifcant amount of caron dioxide is released into the atmosphere. According to the type of fuel used, aout 0.9–1.0 metric tonnes of CO 2 are released into the atmosphere for every tonne of clinker; if the amount of cement used is re• duced, CO 2 emissions will also e reduced [2]. Concrete is the most common construction material in the world, and it is the second most consumed product on the planet after water [3]. Although the concrete industry has destructive efects on the environment and sustain• aility, it is one of the asic materials for developing the industry, infrastructure, and housing. Portland cement is one of the main components of concrete that reacts with Hindawi Advances in Materials Science and Engineering Volume 2022, Article ID 2730391, 22 pages https://doi.org/10.1155/2022/2730391