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    Converting Iron Mine Tailings into Composite Aggregates for Ultrahigh-Performance Mortar

    Source: Journal of Materials in Civil Engineering:;2025:;Volume ( 037 ):;issue: 001::page 04024460-1
    Author:
    Jin Yang
    ,
    Mengdi Zhu
    ,
    Xingyang He
    ,
    Ying Su
    ,
    Tao Huang
    ,
    Xiaodong Wang
    ,
    Dingding Tang
    ,
    Jingyi Zeng
    ,
    Fei Dai
    DOI: 10.1061/JMCEE7.MTENG-17779
    Publisher: American Society of Civil Engineers
    Abstract: Iron tailings (IT) are by-products of iron ore mining, which have the characteristics of high stockpile and low cost. Recycling IT as alternatives for high-quality quartz sand (QS) in ultrahigh-performance mortar (UHPM) is an environmentally friendly and sustainable approach. However, the addition of IT changes the continuity of the material gradation, which in turn affects the dense structure of the UHPM. Therefore, in this paper, the effects of composite aggregates composed of different blends (0%–100%) of IT and QS on the working properties, compressive strength, chloride ion penetration, toxic leaching, and microstructure of UHPM were investigated. The chloride ion permeability and toxicity leaching of UHPM were tested using the electric flux method and the inductively coupled plasma method. The microstructure of UHPM was characterized using the mercury intrusion method and electron microscope. The results showed that a composite aggregate consisting of 60% IT and 40% QS could achieve the best strength of UHPM. When QS was completely replaced by IT, similar strength levels to the control group (100% QS) could still be achieved, while the electric flux was reduced by 24.8% and the leaching of harmful ions was negligible. What counts is that the IT replacement rate should be controlled within 60% to maintain the necessary working performance. The results of the close packing model indicate that the UHPM material is most closely packed when the IT content is about 60%. The random aggregate distribution model also indicates that the range of 60%–80% IT admixture is the optimal gradation interval for UHPM, and the results of the two models are consistent with the basic performance law.
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      Converting Iron Mine Tailings into Composite Aggregates for Ultrahigh-Performance Mortar

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    http://yetl.yabesh.ir/yetl1/handle/yetl/4304255
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    contributor authorJin Yang
    contributor authorMengdi Zhu
    contributor authorXingyang He
    contributor authorYing Su
    contributor authorTao Huang
    contributor authorXiaodong Wang
    contributor authorDingding Tang
    contributor authorJingyi Zeng
    contributor authorFei Dai
    date accessioned2025-04-20T10:13:33Z
    date available2025-04-20T10:13:33Z
    date copyright10/30/2024 12:00:00 AM
    date issued2025
    identifier otherJMCEE7.MTENG-17779.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4304255
    description abstractIron tailings (IT) are by-products of iron ore mining, which have the characteristics of high stockpile and low cost. Recycling IT as alternatives for high-quality quartz sand (QS) in ultrahigh-performance mortar (UHPM) is an environmentally friendly and sustainable approach. However, the addition of IT changes the continuity of the material gradation, which in turn affects the dense structure of the UHPM. Therefore, in this paper, the effects of composite aggregates composed of different blends (0%–100%) of IT and QS on the working properties, compressive strength, chloride ion penetration, toxic leaching, and microstructure of UHPM were investigated. The chloride ion permeability and toxicity leaching of UHPM were tested using the electric flux method and the inductively coupled plasma method. The microstructure of UHPM was characterized using the mercury intrusion method and electron microscope. The results showed that a composite aggregate consisting of 60% IT and 40% QS could achieve the best strength of UHPM. When QS was completely replaced by IT, similar strength levels to the control group (100% QS) could still be achieved, while the electric flux was reduced by 24.8% and the leaching of harmful ions was negligible. What counts is that the IT replacement rate should be controlled within 60% to maintain the necessary working performance. The results of the close packing model indicate that the UHPM material is most closely packed when the IT content is about 60%. The random aggregate distribution model also indicates that the range of 60%–80% IT admixture is the optimal gradation interval for UHPM, and the results of the two models are consistent with the basic performance law.
    publisherAmerican Society of Civil Engineers
    titleConverting Iron Mine Tailings into Composite Aggregates for Ultrahigh-Performance Mortar
    typeJournal Article
    journal volume37
    journal issue1
    journal titleJournal of Materials in Civil Engineering
    identifier doi10.1061/JMCEE7.MTENG-17779
    journal fristpage04024460-1
    journal lastpage04024460-15
    page15
    treeJournal of Materials in Civil Engineering:;2025:;Volume ( 037 ):;issue: 001
    contenttypeFulltext
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