Assessment of iron tailings as replacement for fine aggregate in engıneering application

Year 2023, , 20 - 26, 31.03.2023

Ayodele Owolabı , Gideon Ajiboye Catherine Ikumapayi Sunmbo Akande

https://doi.org/10.47481/jscmt.1178836

Abstract

Assessment of iron tailings as replacement for fine aggregate in engineering application

Abstract

This study evaluated the suitability of iron tailings as fine aggregate replacements for engineering applications. This is necessary to find economic usage for the enormous amount of waste
from Itakpe mines. The physical properties of specific gravity, bulk density, moisture content, particle size, fineness modulus, and mechanical properties in terms of compressive strength,
compaction factor, flexural strength, and relative density of the concrete made with iron tailings were determined. World Health Organization (WHO) standard methods for examining
water and wastewater were used to analyze water used for curing the concrete cubes and beams to ascertain toxicity. The result shows the workability of concrete made with 50% iron tailings within the standard limit. The compressive strength at 28 days for 0% to 100% percentage replacement increases from 10.1N/mm2
to 15.3N/mm2. Therefore, replacing sand with the iron filling will improve the compressive strength of any concrete. The flexural strength analysis
shows that the iron tailings concrete beam increases the flexural strength from 15N/mm2 to 16.9N/mm2
from 0 to 100% at 28-day curing. There is also a linear relationship between the
flexural strength and the density of the iron tailing concrete. The pH and Alkalinity tests of the
water used to cure the iron tailing concrete indicate that the curing water's alkalinity was high
(20.883 to 40.75) with a pH range of 12.1-12.4. This shows that using iron tailing will not harm
the durability of the resulting concrete. The iron tailings are suitable for acceptable aggregate
replacement up to 75% without negatively altering the mechanical properties of such concrete.

Keywords

Iron tailings, fine aggregates, compressive strength, flexural strength, engineering applications

References

• [1] Owolabi, A. O. (2007). Comparative analysis of the engineering properties of iron ore tailings, stone dust and sharp sand [Master Thesis], 19–22.
• [2] McKinnon, E. (2002). The environmental effects of mining waste disposal at Lihir Gold Mine, Papua New Guinea. Journal of Rural and Remote Environ mental Health, 1(2), 40–50. [CrossRef]
• [3] Yellishetty M., Karpe V., Reddy E., Subhash K. N. and Ranjith P. G. (2008). Reuse of iron ore miner al wastes in civil engineering constructions: A case study. Resources, Conservation and Recycling, 52(11), 1283–1289. [CrossRef]
• [4] Grangeia C., Avila P., Matias M., & Ferreira da Silva E. (2011). Mine integrated investigations: The case of Rio (Panasqueira Mine, Central Portugal). Engi neering Geology, 123(4), 359–372. [CrossRef]
• [5] Tiwari S., Rai A., & Bajpai Y. K. (2017). Effect of iron ore tailing on the flexural strength of concrete. In ternational Journal for Research in Applied Science & Engineering Technology, 5, 2773–2779.
• [6] ASTM C39/C39M-18. (2018). Standard test method for compressive strength of cylindrical concrete speci mens. ASTM International.
• [7] ASTM C293 / C293M-16. (2016). Standard test method for flexural strength of concrete (using simple beam with center-point loading). ASTM International.
• [8] WHO. (2008). WHO’s drinking water standards, Guidelines for drinking water quality, incorporating 1st and 2nd addenda. Vol. 1, recoomendations-3rd ed., NLM classification: WA 675, (p. 145). Geneva.
• [9] ASTM D4698-92. (2013). Standard practices for total digestion of sediment samples for Chemical Analysis of various metals. ASTM International.
• [10] ASTM E1621-13. (2013). Standard guide for elemen tal analysis by wavelength dispersive X-ray fluores cence spectrometry. ASTM International.
• [11] Zhang, W., Xiaowei, G., Qiu, J., Liu, J., Zhao, Y., & Li, X. (2020). Effects of iron ore tailings on the compres sive strength and permeability of ultra-high-perfor mance concrete. Construction and Building Materi als, 260(4), 119917. [CrossRef]
• [12] ASTM C33/C33M-18. (2018). Standard specification for concrete aggregates. ASTM International.
• [13] Arum, C., Owolabi, A. O. (2012). Suitability of iron ore tailings & quarry dust for concrete making. The Journal of Applied Sciences and Technology, 17(1-2), 46–52.
• [14] Shettima, U. A., Hussin, M. W., & Jahangir, M. (2016). Evaluation of iron ore tailings as replace ment for fine aggregates in concrete. Construction and Building Materials, 120(1–3):72–79. [CrossRef]
• [15] ASTM C191-19. (2019). Standard test methods for time of setting of hydraulic cement by vicat needle. ASTM International.