Influence of Recycling Waste Glass as Fine Aggregate on the Concrete Properties

Rafal A. Hadi^1,*, Suhad M. Abd², Hadee Mohammed Najm³, Shaker Qaidi^4,5,*, Moutaz Mustafa A. Eldirderi⁶, Khaled Mohamed Khedher^7,8
1 Department of Civil Engineering, Bilad Alrafidain University College, Diyala, 32001, Iraq
2 Department of Civil Engineering, College of Engineering, University of Diyala, Diyala, 32001, Iraq
3 Department of Civil Engineering, Zakir Husain Engineering College, Aligarh Muslim University, Aligarh, 202002, India
4 Department of Civil Engineering, College of Engineering, University of Duhok, Duhok, 42001, Iraq
5 Department of Civil Engineering, College of Engineering, Nawroz University, Duhok, 42001, Iraq
6 Department of Chemical Engineering, College of Engineering, King Khalid University, Abha, 61421, Saudi Arabia
7 Department of Civil Engineering, College of Engineering, King Khalid University, Abha, 61421, Saudi Arabia
8 Department of Civil Engineering, High Institute of Technological Studies, Mrezgua University Campus, Nabeul, 8000, Tunisia
* Corresponding Authors: Rafal A. Hadi. Email: rafalalgburi95@gmail.com; Shaker Qaidi. Email: shaker.abdal@uod.ac
(This article belongs to this Special Issue: Potential Materials Towards Sustainable Construction)

Journal of Renewable Materials https://doi.org/10.32604/jrm.2023.025558

Received 19 July 2022; Accepted 24 August 2022; Published online 24 November 2022

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Abstract

Recent years have witnessed an increase in the quantity of waste glass (WG) across the globe. Replacing the fine aggregate with WG is one of the steps toward preserving the natural resources of the environment and creating low-cost concrete. The present study is concerned with replacing fine aggregates with glass powder (GP) at (0%, 15%, 30%, and 50%). It has studied the fresh and hardened properties (compressive strength, tensile strength, hardened density, and slump) for all the mentioned percent replacements. The findings have shown that all mixtures containing GP gave acceptable slump results within the design limits (2–5 cm) according to ACI standard 211.1. It has been observed that increasing the proportion of GP led to a decrease in the weight of concrete. Lastly, replacing GP with sand by 30% has led to an increase in the compressive strength by about 2.4% and 12.45%, and the tensile strength by about 2.5% and 26.54% at 7- and 28-d, respectively in comparison to normal concrete.