掺加镍尾矿对混凝土混合料的影响

P. N. Hartami, R. Setiati, D. Putra, Y. Maulana, E. J. Tuheteru, T. T. Purwiyono, G. Nadya
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引用次数: 0

摘要

采矿的一个阶段是加工。在加工阶段。矿物经过加工,生产出矿物浓度较高的产品。这个过程的副产品被称为尾矿。印尼矿业作为世界镍生产国之一,离不开这个问题。镍的大产量对尾矿的大产量也有影响。这些尾矿一般只是储存起来,不作进一步利用。本研究的目的是为了了解在混凝土混合料中加入尾矿所产生的材料强度。通过在混凝土配合比中按0%、20%、40%、50%和60%的比例掺入尾矿,对材料进行了5种变化。进行了物理力学性能测试,得到了混凝土试样的岩石强度值。在本研究中,采用UCS、杨氏模量、泊松比等参数作为岩石强度指标。根据已有的试验结果,在混凝土配合比中掺入尾矿一般会使混凝土的强度减弱。而当混合比为60%时,岩石强度有增加的趋势,此时UCS值为1.324 MPa,杨氏模量为0.584。此外,孔隙度和饱和度对岩石强度参数也有影响。这可以通过60%比例的饱和程度来说明,饱和程度为18.8,杨氏模量和UCS均有所增加。综上所述,尾矿在混凝土配合比中可进一步利用,可转换和降低其在现场的可利用性。最后,可以对混合比的其他参数进行分析,以弥补本研究的不足。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
The Effect of Adding Nickel Processing Tailings to Concrete Mixtures on a Laboratory Scale
One of the stages in mining is processing. At the processing stage. minerals are processed to produce products with higher mineral concentrations. This process has by-products called tailings. The Indonesian mining industry as one of the world's nickel producers cannot be separated from this issue. The large nickel production also has an impact on the large tailings production. These tailings are generally just stockpiled without further use. This study aims to provide an understanding of the strength of the material resulting from the addition of tailings to the concrete mixture. Five variations of the material were made by mixing tailings with ratios of 0%, 20%, 40%, 50%, and 60% in the concrete mix. Physical and mechanical properties testing was carried out to obtain the rock strength value from the concrete sample. During this research, the parameters of UCS, Young's Modulus, and Poisson's Ratio were used as indicators of rock strength. Based on the tests that have been carried out, the addition of tailings to the concrete mix generally weakens the strength of the concrete. However, there is a trend of increasing rock strength at a mixture ratio of 60% where the UCS value is 1.324 MPa and Young's modulus is 0.584. Furthermore, porosity and degree of saturation are considered to have a role in these rock strength parameters. This is indicated by the degree of saturation of the 60% ratio, which is 18.8 with an increase in Young's Modulus and UCS. Based on these results, it can be concluded that tailings can be further utilized in concrete mixtures so that their availability in the field can be converted and reduced. Finally, other parameters of the mixing ratio can be performed to complement the weaknesses in this study.
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