Performance of Asphalt Concrete Mixtures Containing Nickel Slag
Received: 21 September 2024 | Revised: 23 November 2024, 27 December 2024, and 3 January 2025 | Accepted: 6 January 2025 | Online: 2 February 2025
Corresponding author: Asiyanthi Tabran Lando
Abstract
Recent advancements in material technology have led to an increased interest in using alternative materials in the asphalt mixtures. One such material is Nickel Slag (SN), a byproduct of nickel ore smelting. With the growing volume of slag produced during nickel smelting, research has focused on using SN as a component in pavement materials to reduce the steel waste accumulation. The primary objective of this study is to explore the optimal use of SN as a coarse aggregate in asphalt concrete mixtures, aiming to achieve the maximum asphalt content. The study also evaluates the impact of SN on the stability, volumetric characteristics of the asphalt mixtures, and Ultrasonic Pulse Velocity (UPV) wave patterns. The research involved Marshall testing using a Universal Testing Machine (UTM) and UPV testing. The results indicated that SN mixtures reached maximum stability at 5.8% asphalt content and demonstrated higher stability values than conventional mixtures. As a coarse aggregate replacement, SN enhances the resistance to permanent deformation due to its hardness, interlocking properties, and the silica content that improves adhesion to the asphalt. Incorporating SN into asphalt mixtures improves mix stability, reduces industrial waste, conserves natural resources, and enhances road infrastructure quality. This method supports the principles of sustainable development.
Keywords:
AC-WC, nickel slag, Marshall test, ultrasonic pulse velocityDownloads
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Copyright (c) 2025 Nurul Azizah, Muhammad Wihardi Tjaronge, Andi Arwin Amiruddin, Asiyanthi Tabran Lando
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