Marsheal Fisonga , Yun Jiang , Tingting Deng , Yongfeng Deng , Fei Wang , Cryton Phiri , Junjun Ni , Qi Feng , Muhammad Sani Bello
{"title":"水泥稳定铜尾矿作为土地复垦土工材料的强度性能和浸出性","authors":"Marsheal Fisonga , Yun Jiang , Tingting Deng , Yongfeng Deng , Fei Wang , Cryton Phiri , Junjun Ni , Qi Feng , Muhammad Sani Bello","doi":"10.1016/j.asej.2025.103769","DOIUrl":null,"url":null,"abstract":"<div><div>This study focuses on the ultimate utilisation of copper tailings as a sustainable land reclamation geomaterial, simultaneously addressing the adverse environmental impacts that they cause and the scarcity of land resources. Unlike the limited approach of using copper tailings as partial replacements for natural fine aggregates in concrete, land reclamation demands far larger volumes of geomaterial. The primary objectives were to determine the optimal replacement ratio of natural fine aggregate with copper tailings, assess the development of mechanical and microstructural strength, and evaluate the leachability of heavy metals. The study also explored the enhancement of tensile strength through the incorporation of basalt fibre. Using Excel Solver, the optimal replacement ratios were determined for tailings from four different sources. Mechanical performance of cement-stabilised Dexing copper tailings was tested in compression, tension, and flexure, while microstructural properties were analysed using X-ray Diffraction and Scanning Electron Microscopy. Results showed optimal replacement rates of about 9 % for Dexing, Kakosa, and Mindola tailings, and 15 % for Muntimpa tailings. The 28-day compressive strength of Dexing tailings treated with 15 % cement exceeded the required 1.2 MPa for stockpile engineering applications. Microstructural analysis confirmed the formation of strength-contributing compounds, including calcium hydroxide, ettringite, and calcium silicate hydrate. Additionally, incorporating 0.5 % of 9 mm basalt fibres notably improved tensile strength. Toxicity characteristic leachability tests confirmed that heavy metal concentrations remained within safe limits for both drinking water and seawater (Category III). Therefore, this study concludes that using 100 % copper tailings in land reclamation offers a more sustainable solution than their limited use in concrete applications.</div></div>","PeriodicalId":48648,"journal":{"name":"Ain Shams Engineering Journal","volume":"16 12","pages":"Article 103769"},"PeriodicalIF":5.9000,"publicationDate":"2025-09-24","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":"{\"title\":\"Strength performance and leachability of cement-stabilised copper tailings as land reclamation geomaterial for sustainable copper tailings disposal\",\"authors\":\"Marsheal Fisonga , Yun Jiang , Tingting Deng , Yongfeng Deng , Fei Wang , Cryton Phiri , Junjun Ni , Qi Feng , Muhammad Sani Bello\",\"doi\":\"10.1016/j.asej.2025.103769\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"<div><div>This study focuses on the ultimate utilisation of copper tailings as a sustainable land reclamation geomaterial, simultaneously addressing the adverse environmental impacts that they cause and the scarcity of land resources. Unlike the limited approach of using copper tailings as partial replacements for natural fine aggregates in concrete, land reclamation demands far larger volumes of geomaterial. The primary objectives were to determine the optimal replacement ratio of natural fine aggregate with copper tailings, assess the development of mechanical and microstructural strength, and evaluate the leachability of heavy metals. The study also explored the enhancement of tensile strength through the incorporation of basalt fibre. Using Excel Solver, the optimal replacement ratios were determined for tailings from four different sources. Mechanical performance of cement-stabilised Dexing copper tailings was tested in compression, tension, and flexure, while microstructural properties were analysed using X-ray Diffraction and Scanning Electron Microscopy. Results showed optimal replacement rates of about 9 % for Dexing, Kakosa, and Mindola tailings, and 15 % for Muntimpa tailings. The 28-day compressive strength of Dexing tailings treated with 15 % cement exceeded the required 1.2 MPa for stockpile engineering applications. Microstructural analysis confirmed the formation of strength-contributing compounds, including calcium hydroxide, ettringite, and calcium silicate hydrate. Additionally, incorporating 0.5 % of 9 mm basalt fibres notably improved tensile strength. Toxicity characteristic leachability tests confirmed that heavy metal concentrations remained within safe limits for both drinking water and seawater (Category III). Therefore, this study concludes that using 100 % copper tailings in land reclamation offers a more sustainable solution than their limited use in concrete applications.</div></div>\",\"PeriodicalId\":48648,\"journal\":{\"name\":\"Ain Shams Engineering Journal\",\"volume\":\"16 12\",\"pages\":\"Article 103769\"},\"PeriodicalIF\":5.9000,\"publicationDate\":\"2025-09-24\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"\",\"citationCount\":\"0\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"Ain Shams Engineering Journal\",\"FirstCategoryId\":\"5\",\"ListUrlMain\":\"https://www.sciencedirect.com/science/article/pii/S2090447925005106\",\"RegionNum\":2,\"RegionCategory\":\"工程技术\",\"ArticlePicture\":[],\"TitleCN\":null,\"AbstractTextCN\":null,\"PMCID\":null,\"EPubDate\":\"\",\"PubModel\":\"\",\"JCR\":\"Q1\",\"JCRName\":\"ENGINEERING, MULTIDISCIPLINARY\",\"Score\":null,\"Total\":0}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"Ain Shams Engineering Journal","FirstCategoryId":"5","ListUrlMain":"https://www.sciencedirect.com/science/article/pii/S2090447925005106","RegionNum":2,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q1","JCRName":"ENGINEERING, MULTIDISCIPLINARY","Score":null,"Total":0}
Strength performance and leachability of cement-stabilised copper tailings as land reclamation geomaterial for sustainable copper tailings disposal
This study focuses on the ultimate utilisation of copper tailings as a sustainable land reclamation geomaterial, simultaneously addressing the adverse environmental impacts that they cause and the scarcity of land resources. Unlike the limited approach of using copper tailings as partial replacements for natural fine aggregates in concrete, land reclamation demands far larger volumes of geomaterial. The primary objectives were to determine the optimal replacement ratio of natural fine aggregate with copper tailings, assess the development of mechanical and microstructural strength, and evaluate the leachability of heavy metals. The study also explored the enhancement of tensile strength through the incorporation of basalt fibre. Using Excel Solver, the optimal replacement ratios were determined for tailings from four different sources. Mechanical performance of cement-stabilised Dexing copper tailings was tested in compression, tension, and flexure, while microstructural properties were analysed using X-ray Diffraction and Scanning Electron Microscopy. Results showed optimal replacement rates of about 9 % for Dexing, Kakosa, and Mindola tailings, and 15 % for Muntimpa tailings. The 28-day compressive strength of Dexing tailings treated with 15 % cement exceeded the required 1.2 MPa for stockpile engineering applications. Microstructural analysis confirmed the formation of strength-contributing compounds, including calcium hydroxide, ettringite, and calcium silicate hydrate. Additionally, incorporating 0.5 % of 9 mm basalt fibres notably improved tensile strength. Toxicity characteristic leachability tests confirmed that heavy metal concentrations remained within safe limits for both drinking water and seawater (Category III). Therefore, this study concludes that using 100 % copper tailings in land reclamation offers a more sustainable solution than their limited use in concrete applications.
期刊介绍:
in Shams Engineering Journal is an international journal devoted to publication of peer reviewed original high-quality research papers and review papers in both traditional topics and those of emerging science and technology. Areas of both theoretical and fundamental interest as well as those concerning industrial applications, emerging instrumental techniques and those which have some practical application to an aspect of human endeavor, such as the preservation of the environment, health, waste disposal are welcome. The overall focus is on original and rigorous scientific research results which have generic significance.
Ain Shams Engineering Journal focuses upon aspects of mechanical engineering, electrical engineering, civil engineering, chemical engineering, petroleum engineering, environmental engineering, architectural and urban planning engineering. Papers in which knowledge from other disciplines is integrated with engineering are especially welcome like nanotechnology, material sciences, and computational methods as well as applied basic sciences: engineering mathematics, physics and chemistry.