Utilization of molybdenum tailings as fine aggregate in recycled aggregate concrete

极限抗拉强度 抗压强度 骨料(复合) 材料科学 尾矿 重新使用 经济短缺 微观结构 多孔性 混凝土性能 腐蚀 冶金 环境科学 废物管理 复合材料 工程类 语言学 哲学 政府(语言学)
作者
Xiaoyi Quan,Sheliang Wang,Juntao Li,Jie Luo,Kangning Liu,Jinxia Xu,Nan Zhao,Yang Liu
出处
期刊:Journal of Cleaner Production [Elsevier]
卷期号:372: 133649-133649 被引量:15
标识
DOI:10.1016/j.jclepro.2022.133649
摘要

The increasing emissions of construction waste and industrial by-products have caused a serious burden on the environment. The shortage of natural coarse aggregate (NCA) and river sand provides the impetus for the reuse of solid waste. This research provides a cleaner option for the production of recycled aggregate concrete (RAC) from industrial by-product molybdenum tailings (MTs). MTs are used as alternative material to river sand (10%, 30%, 50%, 70% and 100%). Three types of concrete natural aggregate concrete (NAC), RAC, and MTs recycled aggregate concrete (MTs-RAC) were prepared. Firstly, the mechanical properties of the specimens were tested, including compressive strength (fcu) and splitting tensile strength (fst), and the digital image correlation (DIC) system was used to evaluate the strain field distribution. Then, the freeze-thaw (F-T) cycle corrosion resistance of concrete was evaluated. Subsequently, the pore structure was visualized and quantitatively analyzed based on industrial CT technology. The evolution of corrosion resistance of MTs-RAC was confirmed by microstructure. Finally, the economic efficiency factor (EEF) and environmental impact (EI) were evaluated. The experimental results showed that the appropriate amount of MTs significantly improved the pore structure and mechanical properties of RAC, and the fcu of RAC with a 50% MTs replacement rate increased by a maximum of 14.4%, which could achieve the same mechanical properties as NAC. However, the combination of excess MTs and recycled coarse aggregate (RCA) increases the porosity of concrete. The F-T cycle resistance of RAC decreased with the increase of MTs replacement rate. The increase in the proportion of large pores (>10 mm3) is the main factor leading to the destruction of F-T cycles. On balance, the replacement rate of MTs for use in RAC should not exceed 50% in salt lakes and cold regions. The results are helpful to understand the influence mechanism of MTs on RAC performance and provide the theoretical basis for the application of MTs in RAC.
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