Isaac Scientific Publishing

Geosciences Research

Geotechnical and Mineralogical Characterization of Clay Deposits in Parts of Southwestern Nigeria

Download PDF (485.8 KB) PP. 127 - 137 Pub. Date: May 15, 2017

DOI: 10.22606/gr.2017.22006

Author(s)

  • O. Ademila*
    Department of Earth Sciences, Adekunle Ajasin University, Akungba-Akoko, Nigeria
  • O. J. Adebanjo

    Department of Earth Sciences, Adekunle Ajasin University, Akungba-Akoko, Nigeria

Abstract

An engineering geological study was undertaken to determine the geotechnical properties and mineralogy of Erusu clay, southwestern Nigeria with a view to infer their suitability for industrial applications and provide background information for further economic assessment of the deposits. Clay soils from four different locations of the study area were subjected to geotechnical test while X-ray diffraction method was employed for the mineralogical analysis. The clays have low to moderate plasticity and contain quantity amounts of fines which make them suitable for sanitary landfill liners. The results of the compaction and CBR show its unsuitability for use as sub-base, base course and subgrade materials in road construction. X-ray diffraction analysis detected the presence of mixed layer clay mineral illite-smectite (rectorite), montmorillonite, halloysite (hydrated) and kaolinite. These clay minerals have negative influence on its use as aggregates in construction works but suitable for the production of ceramics, structural blocks, bricks, roof and floor tiles.

Keywords

Mineralogical characterization, geotechnical properties, clay deposits, refractory, industrial application.

References

[1] C. Atalar, and R. Kilic, “Geotechnical properties of Cyprus clays,” Bulletin of the International Association of Engineering Geology, pp. 419, 2006.

[2] J. O. Ajayi, and O. K. Agagu, “Mineralogy of primary clay deposits in the basement complex areas of Nigeria,” Journal of Mining and Geology, 18(1), pp. 27-30, 1981.

[3] B. Velde, “Composition and mineralogy of clay minerals,” in: B. Velde (ed.), Origin and mineralogy of clays. New York, Springer-Verlag, pp. 8-42, 1995.

[4] W. T. Bakker, “Refractories for present and future electric power plants,” Key engineering materials, Trans Technology Publications, vol. 88, pp. 41-70, 1993.

[5] U. Shafique, M. S. Khan, A. Mustafa, and S. Arif, “Engineering geological characterization of Lahore soil, based on geotechnical testing and mineralogical composition using X-ray diffraction,” Pakistan Journal of Science, vol. 64, no. 3, pp. 191-195, 2012.

[6] S. Kibria, S. Saeed, and A. Akbar, “A comparative study of pile-anchor support system for deep excavations in Lahore,” Proceeding of the international conference on geotechnical engineering, Lahore, 5-6 November, 2010, pp. 121-128.

[7] G. J. J. Aleva, “Laterites: concepts, geology, morphology and chemistry, Wegeningen.” The Northerlands: ISRC, 1994, pp. 169.

[8] Nigeria Meteorological Agency, NIMET, “Daily weather forecast on the Nigerian Television Authority,” Nigerian Metrological Agency, Oshodi, Lagos, Nigeria, 2007.

[9] BS1377 Methods of test for soils for civil engineering purposes. British standards Institute, London. 2, Park Street London WI A2BS, 1990.

[10] American Standard Test Method (ASTM), “Standard method for classification of soils for engineering purposes,” (Unified Soil Classification System), pp. 12, 2006.

[11] Joint Committee on Powder Diffraction Standards (JCPDS), “Mineral powder diffraction file,” vol. I and II. Published by International Centre for Diffraction Data, Parklane, USA, 1980.

[12] R. Whitlow, “Basic soil mechanics,” 3rd Edition Addison Wesley Longman Limited, Edinburgh gate, 1995.

[13] O. Declan, and Q. Paul, “Geotechnical engineering and environmental aspects of clay liners for landfill projects,” Technical paper 3, Fehily Timoney and Co. and IGSL limited, 2003.

[14] R. W. Grimshaw, “The Chemistry and Physics of clays and allied ceramic materials,” 3rd Edition, Ernest Benn Limited, pp. 801-802, 1971.

[15] R. K. Rowe, R. M. Quigley, and J. R. Booker, “Clayey barrier systems for waste disposal facilities,” E and FN Spon, London, 1995.

[16] E. J. Murray, D. W. Rix, and R. D. Humphrey, “Clay lining to landfill sites,” Quarterly Journal of Engineering Geology, vol. 25, no. 4, pp. 371-376, 1992.

[17] J. E. Prentice, “Evaluation of brick clay reserves,” Applied Earth Science, section, 8(197), pp. 9-14, 1988.

[18] M. D. Gidigasu, “Laterite soil engineering pedo-genesis and engineering principles,” Amsterdam Elsevier Scientific, New York, pp. 554, 1976.

[19] M. H. Kabir, and M. R. Taha, “Assessment of physical properties of a granite residual soil as an isolation barrier,” Electronic Journal of Geotechnical Engineering, vol. 92c, pp. 13, 2004.

[20] I. A. Oyediran, and T. O. Williams, “Geotechnical properties of some banded gneiss derived lateritic soils from Ibadan, Southwestern Nigeria,” Journal of Science Research, vol. 9, no. 2, pp. 62-68, 2010.

[21] Federal Ministry of Works and Housing, “Specification for roads and bridges,” vol. 2, pp. 137–275, 2000.

[22] A. C. Madedor, “The impact of building materials research on low cost housing development in Nigeria,” Engineering Focus. Publication of the Nigerian Society of Engineers, vol. 4(2) April-June, pp. 37-41, 1992.

[23] M. M. Duane, and C. R. Robert, “X-ray diffraction and the identification analysis of clay minerals.” 2nd edition. Oxford University Press, 1997.

[24] F. G. Bell, “Engineering Properties of Soils and Rocks,” 4th Ed. Oxford, Blackwell Science, pp. 482, 2000.