{"title":"An Overview on Performance of Steel Slag in Highway Industry","authors":"M. A. Aziz, M. Shokri, A. Ahsan, H. Y. Liu, L. Tay, N. H. Muslim","doi":"10.37934/ARMS.67.1.110","DOIUrl":null,"url":null,"abstract":"Transportation and highway industry are going to use sustainable and recycling materials to address the two global issues: environment and energy. One of the materials is steel-furnace slag, a sustainable waste material, which includes two types, i.e. compound aggregate brought out as a consequence of Electric Arc Furnace (EAF) and Basic Oxygen Furnace (BOF). Steel slag can replace the traditional aggregates because it has a feature that is almost the same to those traditional aggregates and it is easily secured as a by-product from the steel industry. The recent experimental researches in preliminary studies have demonstrated chemical, mechanical and physical and properties of the steel slag. California bearing ratio (CBR) value of steel slag is between 200 and 300%, whereas CBR of crushed aggregate is only from 80 to 100%. Furthermore, asphalt mixture using steel slag presents better mechanical characteristics than those of the corresponding asphalt with 100% natural aggregate. The combination of 30% steel slag and 70% natural aggregates in bitumen mixture shows excellent performance as surface course of roads. Hence, the operation of steel slag in road construction reduces land fill, saves natural resources and improves the strength of the pavement to sustain a heavier and higher volume of vehicles. The overall purposes of this review paper are collecting the chemical, physical and mechanical characteristics of steel slag for illustrating its performance, highlighting the previous studies on the use of steel slag in road construction and the effect of different percentage of steel slag upon pavement as a replacement for natural aggregates. Copyright © 2015 Penerbit Akademia Baru - All rights reserved.","PeriodicalId":176840,"journal":{"name":"Journal of Advanced Research in Materials Science","volume":"109 1","pages":"0"},"PeriodicalIF":0.0000,"publicationDate":"2020-04-18","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"4","resultStr":null,"platform":"Semanticscholar","paperid":null,"PeriodicalName":"Journal of Advanced Research in Materials Science","FirstCategoryId":"1085","ListUrlMain":"https://doi.org/10.37934/ARMS.67.1.110","RegionNum":0,"RegionCategory":null,"ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"","JCRName":"","Score":null,"Total":0}
引用次数: 4
公路工业用钢渣性能综述
交通和公路行业将使用可持续和可回收的材料来解决两个全球性问题:环境和能源。其中一种材料是钢渣,一种可持续废弃物,包括电弧炉(EAF)和碱性氧炉(BOF)产生的复合骨料两种类型。由于钢渣具有与传统骨料几乎相同的特性,并且作为钢铁工业的副产品易于安全利用,因此可以替代传统骨料。近年来的初步实验研究已经证明了钢渣的化学、机械和物理性能。钢渣的加州承载比(CBR)值在200 ~ 300%之间,而破碎骨料的加州承载比仅为80 ~ 100%。钢渣沥青混合料的力学性能优于100%天然骨料沥青混合料。30%钢渣与70%天然骨料混合的沥青混合料作为路面材料性能优异。因此,在道路建设中使用钢渣,减少了土地填埋,节约了自然资源,提高了路面的强度,可以承受更重、更大的车辆体积。这篇综述的总体目的是收集钢渣的化学、物理和机械特性来说明其性能,重点介绍了以往关于钢渣在道路建设中使用的研究以及不同比例的钢渣替代天然骨料对路面的影响。版权所有©2015 Penerbit Akademia Baru -保留所有权利。
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