Techno- Economics Viability Assessment of Associate Rocks at Obu- Mines Okpella, Nigeria

Authors

M. Olaniyan

Department of Mining Engineering, Federal University of Technology Akure, Ondo State (Nigeria)

B.A Adebayo

Department of Mining Engineering, Federal University of Technology Akure, Ondo State (Nigeria)

Article Information

DOI: 10.51244/IJRSI.2026.1308000061

Subject Category: Technology

Volume/Issue: 13/8 | Page No: 751-760

Publication Timeline

Submitted: 2026-08-20

Accepted: 2026-08-25

Published: 2026-09-02

Abstract

Mining and quarrying activities generate significant quantities of associated rocks and other materials that are often treated as waste despite their potential value as construction resources. This study assessed the techno-economic viability of recovering and utilizing associated rocks generated at Obu Mines, Okpella, Edo State, Nigeria, with emphasis on their engineering properties, mineralogical characteristics, resource potential, processing requirements, and economic value. Representative samples were collected from three mining pits, designated Pit 1, Pit 2, and Pit 3, and subjected to physical, mechanical, chemical, and mineralogical analyses. The physical tests included moisture content, water absorption, effective porosity, specific gravity, and particle-size distribution, while mechanical characterization involved Aggregate Impact Value (AIV), Aggregate Crushing Value (ACV), Uniaxial Compressive Strength (UCS), and flexural strength. X-ray fluorescence (XRF) and X-ray diffraction (XRD) analyses were also conducted to establish the chemical and mineralogical compositions. Results showed that Pit 1 exhibited the highest engineering quality, with a specific gravity of 3.10, AIV of 6.96%, ACV of 4.10%, and UCS of 107.0 MPa, making it suitable for high-value applications such as concrete and road aggregates. Pit 2 recorded a specific gravity of 2.64, AIV of 10.00%, ACV of 7.52%, and UCS of 79.5 MPa, indicating suitability for road base, asphalt aggregate, and general construction applications. Pit 3 showed comparatively lower strength, with AIV of 31.10%, ACV of 30.50%, and UCS of 50.1 MPa, making it more appropriate for embankment, hardcore, drainage, and other lower-grade applications. XRF and XRD results revealed significant mineralogical variations, with Pit 1 dominated by wollastonite and Pits 2 and 3 predominantly composed of quartz. Preliminary resource estimation based on an active area of approximately 400,000 m², an estimated extraction depth of 180 m, and a mean density of 2.79 t/m³ produced an indicative resource of approximately 201.12 million tonnes. The crushing plant had an installed capacity of 350 t/h but operated at an average rate of 200 t/h, representing 57.14% utilization. Estimated production was approximately 3,200 tonnes/day, with projected gross revenue ranging from ₦38.4 million to ₦44.8 million per day depending on product mix. The study concludes that the associated rocks constitute a technically and economically viable secondary resource. It recommends selective classification, continuous quality control, improved blasting and crushing efficiency, accurate production and cost records, and appropriate allocation of each rock type to suitable construction applications to enhance profitability, resource recovery, and environmental sustainability.

Keywords

Associated rocks, techno-economic viability, Obu Mines, construction materials, aggregate, resource recovery, Okpella.

Downloads

References

1. Agyeman, S., and Ampadu, S. I. K. (2016). Exploring the techno-economic feasibility of mine rock waste utilization in road works: The case of a mining deposit in Ghana. Journal of Materials in Civil Engineering, 28(6), 04016047. https://doi.org/10.1061/(ASCE)MT.1943-5533.0001505ASTM International, 2022. ASTM C97/C97M-22: Standard test methods for absorption and bulk specific gravity of dimension stone. West Conshohocken, PA: ASTM International. [Google Scholar] [Crossref]

2. ASTM International, 2018. ASTM C99/C99M-18: Standard test method for modulus of rupture of dimension stone. West Conshohocken, PA: ASTM International. [Google Scholar] [Crossref]

3. ASTM International. (2018). Standard specification for concrete aggregates (ASTM C33/C33M-18). West Conshohocken, PA. https://doi.org/10.1520/C0033_C0033M-18. [Google Scholar] [Crossref]

4. ASTM International, 2019. ASTM C136/C136M-19: Standard test method for sieve analysis of fine and coarse aggregates. West Conshohocken, PA: ASTM International. [Google Scholar] [Crossref]

5. ASTM International, 2022. ASTM D7012-22: Standard test methods for compressive strength and elastic moduli of intact rock core specimens under varying states of stress and temperatures. West Conshohocken, PA: ASTM International. [Google Scholar] [Crossref]

6. ASTM International, 2022. ASTM E1621-22: Standard guide for elemental analysis by wavelength dispersive X-ray fluorescence spectrometry. West Conshohocken, PA: ASTM International. [Google Scholar] [Crossref]

7. British Standards Institution, 1995. BS 812-110:1995: Testing aggregates. Method for determination of aggregate crushing value (ACV). London: BSI Standards Limited. [Google Scholar] [Crossref]

8. British Standards Institution, 1990. BS 812-112:1990: Testing aggregates. Method for determination of aggregate impact value (AIV). London: BSI Standards Limited. [Google Scholar] [Crossref]

9. British Standards Institution, 2022. BS 1377-2:2022: Methods of test for soils for civil engineering purposes. Classification tests and determination of geotechnical properties. London: BSI Standards Limited. [Google Scholar] [Crossref]

10. British Standards Institution, 2008. BS EN 1097-5:2008: Tests for mechanical and physical properties of aggregates. Determination of the water content by oven drying. London: BSI Standards Limited. [Google Scholar] [Crossref]

11. BUA Cement. (2026). BUA Cement Obu, Edo plant information. BUA Cement. https://www.buacement.com/edoplant [Google Scholar] [Crossref]

12. Emenike, K., Omo-Irabor, F., and Oke, A. (2024). Ground magnetic profiling for delineating ore and marble deposits within Okpella, Southern Nigeria. FUGUS Journal of Science and Geo-Environmental Studies, 7(3), 246-259. https://fugus-ijsgs.com.ng/index.php/ijsgs/article/download/592/386/629 [Google Scholar] [Crossref]

13. International Centre for Diffraction Data (ICDD), 2026. Powder Diffraction File (PDF-4+ 2026 Database). Newtown Square, PA: ICDD. [Google Scholar] [Crossref]

14. Ogunyele, A. C., Obaje, S. M., Akingboye, A. S., Adeola, A. O., Babalola, A. O., & Olufunmilayo, A. T. (2020). Petrography and geochemistry of Neoproterozoic charnockite–granite association and metasedimentary rocks around Okpella, southwestern Nigeria. Arabian Journal of Geosciences, 13(22), 1205. https://doi.org/10.1007/s12517-020-05785-x [Google Scholar] [Crossref]

15. Sanni, E. B., Yusuf, I., and Umoru, A. T. (2018). Geochemical investigations of a portion of Obhu Hill marble deposit, Okpella, Edo State, Nigeria. International Journal of Mining and Geology, 12(2), 32-41. https://archive.org/details/12GeochemicalInvestigations [Google Scholar] [Crossref]

16. Pu, C., Zhan, J., Zhang, W., and Peng, J. (2025). Characterization and clustering of rock discontinuity sets: A review. Journal of Rock Mechanics and Geotechnical Engineering, 17(2). https://doi.org/10.1016/j.jrmge.2024.03.041 [Google Scholar] [Crossref]

17. Zeng, Y., Zhou, X., Yang, Y., Liu, X., and Yang, J. (2026). Application prospect of machine learning bridging rock/lithology identification and engineering rock mass characterization: A review. Tunnelling and Underground Space Technology, 174, 107693. https://doi.org/10.1016/j.tust.2026.107693. [Google Scholar] [Crossref]

Metrics

Views & Downloads

Similar Articles