Iron ore tailings stabilization with alternative alkali-activated cement for dry stacking: mechanical and microstructural insights

IF 3 3区 工程技术 Q2 ENGINEERING, GEOLOGICAL Canadian Geotechnical Journal Pub Date : 2024-02-02 DOI:10.1139/cgj-2023-0125
Helena Portela Farenzena, Giovani Jordi Bruschi, Guilherme Schmitt Medina, João Paulo de Sousa Silva, Andres Lotero, Nilo Cesar Consoli
{"title":"Iron ore tailings stabilization with alternative alkali-activated cement for dry stacking: mechanical and microstructural insights","authors":"Helena Portela Farenzena, Giovani Jordi Bruschi, Guilherme Schmitt Medina, João Paulo de Sousa Silva, Andres Lotero, Nilo Cesar Consoli","doi":"10.1139/cgj-2023-0125","DOIUrl":null,"url":null,"abstract":"Canadian Geotechnical Journal, Ahead of Print. <br/> Upstream tailings dams are high-risk structures that have experienced several failures worldwide, particularly with iron ore tailings (IOT). In this study, new disposal methods/techniques, such as cement-stabilized dry stacking, are discussed that provide enhanced mechanical behavior while reducing failure risks. Alkali-activated materials are used as cementing agents due to their mechanical and environmental advantages compared to ordinary Portland cement. This study evaluates the mechanical and microstructural behavior of IOT stabilized with an alkali-activated cement (AAC) composed of two by-products from the IOT beneficiation process, metakaolin and sodium silicate, tested under plane strain conditions. Simple shear tests and microstructural analysis were performed. Mixtures of IOT were produced with 0%, 1%, 3%, and 5% AAC to examine the influence of such variables on strength and deformability parameters under undrained conditions. The mixtures with 3% and 5% AAC showed the greatest impact on the strength; however, the addition of 1% AAC was able to reduce positive pore-pressure generation. Cementitious bounds were evidenced by forming a sodium aluminosilicate hydrate gel. The studied AAC was effective in stabilizing IOT, even at small contents.","PeriodicalId":9382,"journal":{"name":"Canadian Geotechnical Journal","volume":"23 1","pages":""},"PeriodicalIF":3.0000,"publicationDate":"2024-02-02","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":null,"platform":"Semanticscholar","paperid":null,"PeriodicalName":"Canadian Geotechnical Journal","FirstCategoryId":"89","ListUrlMain":"https://doi.org/10.1139/cgj-2023-0125","RegionNum":3,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q2","JCRName":"ENGINEERING, GEOLOGICAL","Score":null,"Total":0}
引用次数: 0

Abstract

Canadian Geotechnical Journal, Ahead of Print.
Upstream tailings dams are high-risk structures that have experienced several failures worldwide, particularly with iron ore tailings (IOT). In this study, new disposal methods/techniques, such as cement-stabilized dry stacking, are discussed that provide enhanced mechanical behavior while reducing failure risks. Alkali-activated materials are used as cementing agents due to their mechanical and environmental advantages compared to ordinary Portland cement. This study evaluates the mechanical and microstructural behavior of IOT stabilized with an alkali-activated cement (AAC) composed of two by-products from the IOT beneficiation process, metakaolin and sodium silicate, tested under plane strain conditions. Simple shear tests and microstructural analysis were performed. Mixtures of IOT were produced with 0%, 1%, 3%, and 5% AAC to examine the influence of such variables on strength and deformability parameters under undrained conditions. The mixtures with 3% and 5% AAC showed the greatest impact on the strength; however, the addition of 1% AAC was able to reduce positive pore-pressure generation. Cementitious bounds were evidenced by forming a sodium aluminosilicate hydrate gel. The studied AAC was effective in stabilizing IOT, even at small contents.
查看原文
分享 分享
微信好友 朋友圈 QQ好友 复制链接
本刊更多论文
使用替代碱活性水泥稳定铁矿尾矿以进行干堆放:机械和微观结构分析
加拿大岩土工程学报》,印刷前。 上游尾矿坝是一种高风险结构,在全球范围内曾多次发生溃坝事故,尤其是铁矿石尾矿 (IOT)。本研究讨论了水泥稳定干堆放等新的处置方法/技术,这些方法/技术可增强机械性能,同时降低溃坝风险。与普通硅酸盐水泥相比,碱活性材料具有机械和环境优势,因此被用作胶结剂。本研究评估了使用碱活性水泥(AAC)稳定 IOT 的机械和微观结构行为,AAC 由 IOT 选矿过程中产生的两种副产品偏高岭土和硅酸钠组成,并在平面应变条件下进行了测试。进行了简单的剪切试验和微观结构分析。在 IOT 混合物中分别添加了 0%、1%、3% 和 5%的 AAC,以考察这些变量在排水条件下对强度和变形性参数的影响。含 3% 和 5% AAC 的混合物对强度的影响最大;然而,添加 1% AAC 能够减少正孔隙压力的产生。通过形成水合硅酸铝钠凝胶,证明了水泥基界。所研究的铝酸钙能有效稳定 IOT,即使含量较低也是如此。
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 去求助
来源期刊
Canadian Geotechnical Journal
Canadian Geotechnical Journal 地学-地球科学综合
CiteScore
7.20
自引率
5.60%
发文量
163
审稿时长
7.5 months
期刊介绍: The Canadian Geotechnical Journal features articles, notes, reviews, and discussions related to new developments in geotechnical and geoenvironmental engineering, and applied sciences. The topics of papers written by researchers and engineers/scientists active in industry include soil and rock mechanics, material properties and fundamental behaviour, site characterization, foundations, excavations, tunnels, dams and embankments, slopes, landslides, geological and rock engineering, ground improvement, hydrogeology and contaminant hydrogeology, geochemistry, waste management, geosynthetics, offshore engineering, ice, frozen ground and northern engineering, risk and reliability applications, and physical and numerical modelling. Contributions that have practical relevance are preferred, including case records. Purely theoretical contributions are not generally published unless they are on a topic of special interest (like unsaturated soil mechanics or cold regions geotechnics) or they have direct practical value.
期刊最新文献
Effect of microwave heating on rock damage and energy evolution Correction: Experimental study on the shear mechanical behavior of ice-rich debris–rock interface: effects of temperature, stress, and ice content An energy-saving loading strategy: cyclic vacuum preloading treatment of soft ground Shear resistance evolution of geogrid–aggregate interfaces under direct shear: insights from 3D DEM simulations Discussion of “Measuring strength and consolidation properties in lacustrine clay using piezocone and self-boring pressuremeter tests”
×
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
现在去查看 取消
×
提示
确定
0
微信
客服QQ
Book学术公众号 扫码关注我们
反馈
×
意见反馈
请填写您的意见或建议
请填写您的手机或邮箱
已复制链接
已复制链接
快去分享给好友吧!
我知道了
×
扫码分享
扫码分享
Book学术官方微信
Book学术文献互助
Book学术文献互助群
群 号:481959085
Book学术
文献互助 智能选刊 最新文献 互助须知 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 Book学术 All rights reserved.
ghs 京公网安备 11010802042870号 京ICP备2023020795号-1