Chemical, mineralogical, microstructural and engineering properties of tropical soils stabilised with the combined and individual use of different types of steel slag

IF 3.4 3区 工程技术 Q2 CONSTRUCTION & BUILDING TECHNOLOGY
Emerson Cordeiro Lopes, Taciano Oliveira da Silva, Heraldo Nunes Pitanga, Leonardo Gonçalves Pedroti, José Maria Franco de Carvalho, Gustavo Henrique Nalon, Eduardo Nery Duarte de Araújo, Klaus Henrique de Paula Rodrigues
{"title":"Chemical, mineralogical, microstructural and engineering properties of tropical soils stabilised with the combined and individual use of different types of steel slag","authors":"Emerson Cordeiro Lopes, Taciano Oliveira da Silva, Heraldo Nunes Pitanga, Leonardo Gonçalves Pedroti, José Maria Franco de Carvalho, Gustavo Henrique Nalon, Eduardo Nery Duarte de Araújo, Klaus Henrique de Paula Rodrigues","doi":"10.1080/14680629.2023.2268723","DOIUrl":null,"url":null,"abstract":"AbstractThe combined use of electric arc furnace slag fines (EAFSF) and ladle furnace slag fines (LFSF) for soil stabilisation was not evaluated in previous works. Previous studies reported limited information on the microscale behaviour of steel slag materials used in soil stabilisation. This work evaluated synergistic effects provided by the combination of EAFSF and LFSF on the stabilisation of clayey and sandy soils. It provided a detailed microscale analysis of raw materials and slag-soil mixes with scanning electron microscopy, X-ray diffraction, X-ray fluorescence, Raman spectroscopy, thermogravimetric analysis, and derivative thermogravimetry. Their compaction behaviour, unconfined compressive strength (UCS), CBR index, swelling, and resilient modulus were also determined. Filler effects, cementitious, pozzolanic, and ion-exchange reactions were discussed. A positive synergistic behaviour was observed when combining 10% LFSF and 5% EAFSF (by soil weight), which provided a structural arrangement that provided increases in UCS and CBR up to 651% and 1500%, respectivelyKEYWORDS: Road constructionsoil stabilisationtropical soilselectric arc furnace slagladle furnace slagmicrostructural investigation Disclosure statementNo potential conflict of interest was reported by the author(s).Additional informationFundingThis work was financed in part by the Coordenação de Aperfeiçoamento de Pessoal de Nível Superior – Brasil (CAPES) – Finance Code 001. The authors also acknowledge the support provided by the Fundação de Amparo à Pesquisa do Estado de Minas Gerais (FAPEMIG), the Physics Department and the Civil Engineering Department of the Universidade Federal de Vicosa.","PeriodicalId":21475,"journal":{"name":"Road Materials and Pavement Design","volume":"44 1","pages":"0"},"PeriodicalIF":3.4000,"publicationDate":"2023-10-14","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":null,"platform":"Semanticscholar","paperid":null,"PeriodicalName":"Road Materials and Pavement Design","FirstCategoryId":"1085","ListUrlMain":"https://doi.org/10.1080/14680629.2023.2268723","RegionNum":3,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q2","JCRName":"CONSTRUCTION & BUILDING TECHNOLOGY","Score":null,"Total":0}
引用次数: 0

Abstract

AbstractThe combined use of electric arc furnace slag fines (EAFSF) and ladle furnace slag fines (LFSF) for soil stabilisation was not evaluated in previous works. Previous studies reported limited information on the microscale behaviour of steel slag materials used in soil stabilisation. This work evaluated synergistic effects provided by the combination of EAFSF and LFSF on the stabilisation of clayey and sandy soils. It provided a detailed microscale analysis of raw materials and slag-soil mixes with scanning electron microscopy, X-ray diffraction, X-ray fluorescence, Raman spectroscopy, thermogravimetric analysis, and derivative thermogravimetry. Their compaction behaviour, unconfined compressive strength (UCS), CBR index, swelling, and resilient modulus were also determined. Filler effects, cementitious, pozzolanic, and ion-exchange reactions were discussed. A positive synergistic behaviour was observed when combining 10% LFSF and 5% EAFSF (by soil weight), which provided a structural arrangement that provided increases in UCS and CBR up to 651% and 1500%, respectivelyKEYWORDS: Road constructionsoil stabilisationtropical soilselectric arc furnace slagladle furnace slagmicrostructural investigation Disclosure statementNo potential conflict of interest was reported by the author(s).Additional informationFundingThis work was financed in part by the Coordenação de Aperfeiçoamento de Pessoal de Nível Superior – Brasil (CAPES) – Finance Code 001. The authors also acknowledge the support provided by the Fundação de Amparo à Pesquisa do Estado de Minas Gerais (FAPEMIG), the Physics Department and the Civil Engineering Department of the Universidade Federal de Vicosa.
不同类型钢渣的组合和单独使用稳定了热带土壤的化学、矿物学、微观结构和工程特性
摘要电弧炉矿渣粉与钢包炉矿渣粉联合用于土壤稳定,在以往的研究中未进行评价。以前的研究报告了有限的信息,钢渣材料用于土壤稳定的微尺度行为。本工作评估了EAFSF和LFSF联合使用对粘土和沙质土壤的协同稳定效应。通过扫描电子显微镜、x射线衍射、x射线荧光、拉曼光谱、热重分析和导数热重分析,对原料和渣土混合物进行了详细的微观分析。它们的压实行为,无侧限抗压强度(UCS), CBR指数,膨胀和弹性模量也被确定。讨论了填料效应、胶结反应、火山灰反应和离子交换反应。当将10%的LFSF和5%的EAFSF(按土壤重量计算)组合在一起时,观察到积极的协同行为,这种结构安排使UCS和CBR分别增加了651%和1500%。关键词:道路建设土壤稳定热带土壤电弧炉炉渣炉炉渣微观结构调查披露声明作者没有报告潜在的利益冲突。本工作的部分资金由巴西高级财务管理协调机构(CAPES) -财务法典001提供。作者还感谢米纳斯吉拉斯州和平与发展基金会(FAPEMIG)、维科萨联邦大学物理系和土木工程系提供的支持。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
求助全文
约1分钟内获得全文 求助全文
来源期刊
Road Materials and Pavement Design
Road Materials and Pavement Design 工程技术-材料科学:综合
CiteScore
8.10
自引率
8.10%
发文量
105
审稿时长
3 months
期刊介绍: The international journal Road Materials and Pavement Design welcomes contributions on mechanical, thermal, chemical and/or physical properties and characteristics of bitumens, additives, bituminous mixes, asphalt concrete, cement concrete, unbound granular materials, soils, geo-composites, new and innovative materials, as well as mix design, soil stabilization, and environmental aspects of handling and re-use of road materials. The Journal also intends to offer a platform for the publication of research of immediate interest regarding design and modeling of pavement behavior and performance, structural evaluation, stress, strain and thermal characterization and/or calculation, vehicle/road interaction, climatic effects and numerical and analytical modeling. The different layers of the road, including the soil, are considered. Emerging topics, such as new sensing methods, machine learning, smart materials and smart city pavement infrastructure are also encouraged. Contributions in the areas of airfield pavements and rail track infrastructures as well as new emerging modes of surface transportation are also welcome.
×
引用
GB/T 7714-2015
复制
MLA
复制
APA
复制
导出至
BibTeX EndNote RefMan NoteFirst NoteExpress
×
提示
您的信息不完整,为了账户安全,请先补充。
现在去补充
×
提示
您因"违规操作"
具体请查看互助需知
我知道了
×
提示
确定
请完成安全验证×
copy
已复制链接
快去分享给好友吧!
我知道了
右上角分享
点击右上角分享
0
联系我们:info@booksci.cn Book学术提供免费学术资源搜索服务,方便国内外学者检索中英文文献。致力于提供最便捷和优质的服务体验。 Copyright © 2023 布克学术 All rights reserved.
京ICP备2023020795号-1
ghs 京公网安备 11010802042870号
Book学术文献互助
Book学术文献互助群
群 号:481959085
Book学术官方微信