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Evaluation of the Iron Ore Tailings from Itakpe in Nigeria as Concrete Material

Received: 19 September 2014    Accepted: 27 September 2014    Published: 30 September 2014
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Abstract

An evaluation of the Itakpe iron ore tailings (IOT) for concrete production has been carried out using the material to replace sand and cement, in proportions of 5 % up to 30 %, and curing for periods 90 days in water. Characterization of the material showed that it has pozzolanic properties, and can be used as a retarder for hot-weather concreting. Other characteristics of the IOT, as sand and cement replacements materials in concrete production exhibited improved workability and higher compressive strengths over the control strength with approximately 10 % and 38 % for sand and cement respectively. The linear regression models that were developed on the experimental data showed that they are significant and could be used to predict relationships of IOT-OPC concrete.

Published in Advances in Materials (Volume 3, Issue 4)
DOI 10.11648/j.am.20140304.12
Page(s) 27-32
Creative Commons

This is an Open Access article, distributed under the terms of the Creative Commons Attribution 4.0 International License (http://creativecommons.org/licenses/by/4.0/), which permits unrestricted use, distribution and reproduction in any medium or format, provided the original work is properly cited.

Copyright

Copyright © The Author(s), 2024. Published by Science Publishing Group

Keywords

Iron Ore Tailings, Pozzolana, Compressive Strength, Workability, Regression Models

References
[1] Ajaka E.O. (2004). “Recovering fine iron minerals from Itakpe iron ore process tailing”. ARPN Journal of Engineering and Applied Sciences, 4, (9), 17 – 27.
[2] Umar, SY and Elinwa, AU. (2005). “Effects of IOT and lime on engineering properties of laterite. Journal of Raw Materials Research, 25, (4), 7.
[3] Maichibi, JE. (2010). “Use of iron ore tailing in concrete production”. Unpublished BEng Thesis, Civil Engineering Department, Abubakar Tafawa Balewa University, Bauchi, Nigeria, 44p.
[4] Prahallada, MC and Shanthappa, BC. (2014). “Use of copper tailings – as an excellent pozzolana in the preparation of concrete”. International Journal of Advanced Research in Engineering and Applied Sciences, 3, (3), 1 – 10.
[5] Kiran, KS, Gopinatha N and Vipul, V. (2014). “Effect of red mud and iron ore tailings on the strength of self compacting concrete”. European Scientific Journal, 10, (21), 168 – 176.
[6] Carrasco, EVM, Manlilla, JNR, Espósito, T and Moreira, LE (2013) “Compression performance of walls of interlocking bricks made of iron ore by-products and cement”. International Journal of Civil and Environmental Engineering, 13, (3), 56 -62.
[7] Ravi, KCM, Anil, K, Prashanth, MH and Venkat, DR (2012). “Experimental studies on iron-ore tailing based interlocking paver blocks”. International Journal of Earth Sciences and Engineering, 5, (3), 501 – 504.
[8] Kumar, BNS, Suhas, RR, Shet, SU and Srishaila, JM (2014). “Utilization of iron ore tailings as replacement to fine aggregates in cement concrete pavements”. International Journal of Research in Engineering and Technology, 3, (7), 369 – 376.
[9] Bristish Standards Institution, BS 1881 Part 2: Methods of testing fresh concrete, London; 1970.
[10] Bristish Standards Institution, BS 882: Specification for natural aggregates from natural sources for concrete; 1992.
[11] ASTM C618-78. Specification for fly ash and raw or calcined natural pozzolana for use as a natural admixture in Portland cement concrete; 1978.
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  • APA Style

    Elinwa Augustine Uchechukwu, Maichibi Juliana Ezekiel. (2014). Evaluation of the Iron Ore Tailings from Itakpe in Nigeria as Concrete Material. Advances in Materials, 3(4), 27-32. https://doi.org/10.11648/j.am.20140304.12

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    ACS Style

    Elinwa Augustine Uchechukwu; Maichibi Juliana Ezekiel. Evaluation of the Iron Ore Tailings from Itakpe in Nigeria as Concrete Material. Adv. Mater. 2014, 3(4), 27-32. doi: 10.11648/j.am.20140304.12

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    AMA Style

    Elinwa Augustine Uchechukwu, Maichibi Juliana Ezekiel. Evaluation of the Iron Ore Tailings from Itakpe in Nigeria as Concrete Material. Adv Mater. 2014;3(4):27-32. doi: 10.11648/j.am.20140304.12

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  • @article{10.11648/j.am.20140304.12,
      author = {Elinwa Augustine Uchechukwu and Maichibi Juliana Ezekiel},
      title = {Evaluation of the Iron Ore Tailings from Itakpe in Nigeria as Concrete Material},
      journal = {Advances in Materials},
      volume = {3},
      number = {4},
      pages = {27-32},
      doi = {10.11648/j.am.20140304.12},
      url = {https://doi.org/10.11648/j.am.20140304.12},
      eprint = {https://article.sciencepublishinggroup.com/pdf/10.11648.j.am.20140304.12},
      abstract = {An evaluation of the Itakpe iron ore tailings (IOT) for concrete production has been carried out using the material to replace sand and cement, in proportions of 5 % up to 30 %, and curing for periods 90 days in water. Characterization of the material showed that it has pozzolanic properties, and can be used as a retarder for hot-weather concreting. Other characteristics of the IOT, as sand and cement replacements materials in concrete production exhibited improved workability and higher compressive strengths over the control strength with approximately 10 % and 38 % for sand and cement respectively. The linear regression models that were developed on the experimental data showed that they are significant and could be used to predict relationships of IOT-OPC concrete.},
     year = {2014}
    }
    

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    AB  - An evaluation of the Itakpe iron ore tailings (IOT) for concrete production has been carried out using the material to replace sand and cement, in proportions of 5 % up to 30 %, and curing for periods 90 days in water. Characterization of the material showed that it has pozzolanic properties, and can be used as a retarder for hot-weather concreting. Other characteristics of the IOT, as sand and cement replacements materials in concrete production exhibited improved workability and higher compressive strengths over the control strength with approximately 10 % and 38 % for sand and cement respectively. The linear regression models that were developed on the experimental data showed that they are significant and could be used to predict relationships of IOT-OPC concrete.
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Author Information
  • Civil Engineering Department, Abubakar Tafawa Balewa Univerity, PMB 0248, Bauchi, Bauchi State, Nigeria

  • Nigerian Building and Road Research Institute, Plot 449, Samuel Ogedengbe Crescent, Jabi, Abuja, Nigeria

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