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Copper slag as sand replacement for high performance concrete
Authors:Khalifa S Al-Jabri  Makoto Hisada  Salem K Al-Oraimi  Abdullah H Al-Saidy
Affiliation:1. Department of Civil and Architectural Engineering, College of Engineering, Sultan Qaboos University, P.O. Box 33, Al Khodh 123, Oman;2. Department of Civil Engineering, Tohoku University, 6-6-06 Aoba, Sendai, Japan;1. Department of Civil Engineering, Government College of Technology, Coimbatore, India;2. Agni College of Technology, Chennai, India;3. Division of Structural Engineering, Anna University, Chennai, India;1. School of Housing, Building and Planning, Universiti Sains Malaysia, 11800 USM, Malaysia;2. Department of Civil Engineering, Sharif University of Technology, Tehran, Iran;3. Department of Civil Engineering, Isfahan (Khorasgan) Branch, Islamic Azad University, Isfahan, Iran;1. Department of Civil Engineering, Kerman Branch, Islamic Azad University, Kerman, Iran;2. Department of Civil Engineering, Faculty of Engineering, Shahid Bahonar University of Kerman, Kerman, Iran;1. CSIR-Structural Engineering Research Centre, Taramani, Chennai, India;2. Department of Civil Engineering, Anna University, Chennai, India
Abstract:This paper reports on an experimental program to investigate the effect of using copper slag as a replacement of sand on the properties of high performance concrete (HPC). Eight concrete mixtures were prepared with different proportions of copper slag ranging from 0% (for the control mix) to 100%. Concrete mixes were evaluated for workability, density, compressive strength, tensile strength, flexural strength and durability. The results indicate that there is a slight increase in the HPC density of nearly 5% with the increase of copper slag content, whereas the workability increased rapidly with increases in copper slag percentage. Addition of up to 50% of copper slag as sand replacement yielded comparable strength with that of the control mix. However, further additions of copper slag caused reduction in the strength due to an increase of the free water content in the mix. Mixes with 80% and 100% copper slag replacement gave the lowest compressive strength value of approximately 80 MPa, which is almost 16% lower than the strength of the control mix. The results also demonstrated that the surface water absorption decreased as copper slag quantity increases up to 40% replacement; beyond that level of replacement, the absorption rate increases rapidly. Therefore, it is recommended that 40 wt% of copper slag can used as replacement of sand in order to obtain HPC with good strength and durability properties.
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