International Peer-Reviewed Journal•Open Access•ISSN 2456-8880
irejournals@gmail.com•+91-7433024337

Home / Current Issue / Paper 1711406

1711406 Vol 9 · Issue 4 Download Paper

Engineering Geological Evaluation of Some Clay Deposits in Dahomey Basin Southwestern Nigeria

Erinfolami Tunde Gideon Oloruntola Moroof Ojekunle V. O.

Subject area: Science,Engineering and Technology  ·  Area of research: Engineering and Geosciences

DOI: 10.64388/IREV9I4-1711406-4228

Abstract

Qualitative evaluations of clay deposits in Erusu-Akoko, Southwestern, Nigeria, were executed with a view to determining its quality and possible utilities. Four representative bulk samples were collected and subjected to geotechnical analysis which included; grain size analysis, bulk density, unconfined compression strength test, modulus of rupture, permeability, compaction and mineralogy of analysis. The result of the geotechnical analysis showed that the liquid limit ranged from 48.30 ?52.30 % with a mean value of 50.10 % and its plasticity index limit ranged from 26.0 ? 31.9 with a main value of 20.30 % which is an indication of intermediate plasticity. The plastic limit ranged from 26.0 ? 31.90 % with a mean value of 29.4 % which implies that the clay can withstand volumetric shrinkage on heating and exhibit a low to medium swelling potential when wet. The amount of fine fractions about 60.41 ? 75.32 %, clay sized fractions about 10 ? 22 %, average compressive strength 230 kpa, average bulk density 2.03 g/cm3, average porosity 27.4 %, average compaction 1.92 %, permeability coefficient 1.7 x 10-5 cm/s, average firing temperature 1350oC and average modulus rupture 1100oC showed that the clay possesses properties of a good liner for landfill, pottery, refractory materials and firebricks. The study showed that the clay deposits in the study area can be used for the production of ceramic, pottery, firebricks, blast furnace for metals and refractories.

Keywords

Clay deposit, pottery, Geotechnical Assessments, Refractories and Ceramics

References

[1] Abolarin, M. S. Olugboji, O. A. and Ugbuoke, I. C. (2004). Experimental investigation on local refractory materials for furnace construction. proceeding of 5th Annual Engineering conference, Federal University of Technology Minna, Nigerian, PP. 82 – 85.

[2] Adediran S.A., Adegoke O.S. and Elueze, A.A. (1989). Guide to the Non- metallic mineral industrial potentials of Nigeria, journ. Geol. Surv. Nigeria, research, publis.ppg.12

[3] Ademila, O. and Adebanjo O. A. (2017). Geotechnical and mineralogical characterization of Clay deposits in parts of Southwestern Nigeria, J. Apl Sci. Geosciences research, Vol. 2, No 2. Pg 1-4.

[4] Ajibade A.C Woakes, M. and Rahaman M.A. (1979). Petrozoic crustal development in the pan African Region of Nigeria, in Geology of Nigeria edited by C.O Kogbe 2nd Edition 189 Pp. 57-68 (Rock Vol,. (Nig) Ltd.

[5] Apeh F.I., Esezolor D.E. & Laval G.I.( 2011). Characterization of Oni-bode and Owo- kutu Clays for use as refractory materials in founding industries, Journals of Engineering research 16 (2011)3,pp. 69-77.

[6] Bain D. F. (1971). The qualification of geology from abacus to pentrium chronicle of people of places and phenomena. volume 67 issues 1 – 2, September 2004, PP. 55 – 89.

[7] Benson R.K., Booker, J.R. & Quigley R.M. (1994). Basic soil mechanisms 3rd edition addission Wesley longman limited ediburgh, gateway bulletin. Pp.234-237..

[8] Casagrande, A. C. (1948). Classification and identification of soils Transaction of the American 80 clay of Civil Engineers, 113, PP 901 – 930.

[9] Casagrande, A.C. (1978). Classification and identification of Soil for civil engineering, America society of engineers 1456, Pp. 123-145.

[10] Chesters, J.H. (1993). Refractories production and properties, London, the Iron and steel institute, 1-109.

[11] Clew F.H. (1969). Heavy clay technology, British ceramic research association. Academic press inc, 2nd edition pp182.

[12] Erinfolami T.G., Oloruntola M.O., & Musoru G.O. (2003). Quantitative and qualitative appraisal of clay deposits in Erusu-akoko southwestern Nigeria.Unpublished master thesis departmen5t of Geosciences university of lagos, Lagos< Nigeria.Pp. 52-&502).

[13] GhanaLandfill guidelines (2002). Landfills guidelines of miinistry of local government and rural development,environment,protection agency Accra, Ghana.

[14] Grimshaw R.W. (1971). The chemistry and physics of clays and allied ceramic materials 3rd edition,Amebi limited,Pp.801-802.Geology Soc. An Bull 80,45-66

[15] Hassan S.B. , Agunloye J..O.,Bello S.A.,Bill Milling, (1993). Synthetic of Analysis of Particles :Morphological studying and particle size determination, industrial Engineering letter s,5 (2015),pp 22-27.

[16] Hassan S.B. , and J.O.T Adewara, (1993). Refractory Properties of Bauchi, clay proceeding of the Nigerian materials congress held at Engineering transactions, 28(3): PP. 22-283.

[17] Hassan S.B. (2015). Effect of silicon Carbides or some refractory properties of Kankara Ckay process of the Nigeria Metallurgical society, the 18th Annual conference (2001,46-52).

[18] Hassan S. B. ( 1990).The study of the refractory properties of some clays.Unpublished Msc. Thesis, Department of mechanical engineering Ahmadu bello university,Zaria, Nigeria.

[19] Hassan S.B. and Hockey R.D. ( 2015). Geotechnical Assessment of southwestern part of Nigeria basement complex .jour. Of Engineering. Geology. Vol8 ,pp.678-789.

[20] Holt R.E (1982). Geotechnical engineering analysis and evaluation; McGrand- Hall,Newyork.

[21] John G.R. (1960). Data segmentation and Genotic Algorithms for sparse Data Division in None Placer Gold Grade Estimation using Neural Network and Geostatistics,the journal of Geology Vol.68,No1(Jan.)

[22] Madalor A.C. (2006). The impact of building materials research of low cost housing development in Nigeria, Engineering focus, Publication of the Nigerian society of Engineers.Vol. 2,Pp.137-425.

[23] Oloruntola M.O.. Bayewu, O.O., Mosuro G and Dauda, M.(2010). Evaluation of clay deposits in Falafonmu and its environments, Ijebu-Ode, SW. Nigeria Journal of Applied science 2026-2034, 2010.

[24] Omowumi, O. J. (2001). Characterization of some Nigerian clays as refractory materials for furnace lining, Nigerian furnace Engineering management 2(3), pp. 9 – 13. ystems for Waste Disposal facilities. E and F.N spon, London Pp. 101. Roy p. (2012_). Advance in classification of clay soil used for refractory materials.Geotechnigque , pp 302-304,. 2

[25] Rowe R.K. & ShackelLfond C.D. (1999). Transit-time design for earth barrierseng. Geology pp.79-94 research (12)

[26] Roy S. and Dass G. (2012) Statistical model for the production of shear strength parameters at sinsa, india, 1. journal of civil and structural Engineering, 4(4) PP.483 – 498.

[27] Roy S. (2000). Geostatistical quantification of shear strength parameters at Sinsa, India, 2. Journal of civil and structural engineering,4(5),Pp. 235-287.

[28] Suberu O.J., Ajala O.A., Akande M.D., Olore-Bank, A. (2005). Diversification of the Nigeria economy towards a sustainable Growth and economic Development, international journal of Economics, Finance and Management Sciences; 3(2); 107-`124 doi/0.11648\j.ijefm.20150302.15.

[29] Stir, G.B. (1954). Some aspects of soil shrinkage and the effect of cracking upon water entry into the soil Australian Journal of Agricultural Research 5(2); 279-296.

[30] Texas Department of transportation (1999). Testing procedure for laboratory classification of soils for engineering purposes.

[31] Texas Department of transportation (1997). Testing procedure 1 for laboratory classification of soils for Engineering purposes.

[32] Uzonwanne E.J. (2015). Principles of the pavement designs John willey &Sons,New,York,2015.

How to cite this paper

Erinfolami Tunde Gideon, Oloruntola Moroof, Ojekunle V. O. "Engineering Geological Evaluation of Some Clay Deposits in Dahomey Basin Southwestern Nigeria" Iconic Research And Engineering Journals Volume 9 Issue 4 2025 Page 1069-1084 https://doi.org/10.64388/IREV9I4-1711406-4228
Erinfolami Tunde Gideon, Oloruntola Moroof, Ojekunle V. O. "Engineering Geological Evaluation of Some Clay Deposits in Dahomey Basin Southwestern Nigeria" Iconic Research And Engineering Journals, vol. 9, no. 4, Oct. 2025, doi: https://doi.org/10.64388/IREV9I4-1711406-4228
Erinfolami Tunde Gideon, Oloruntola Moroof, Ojekunle V. O. (2025). Engineering Geological Evaluation of Some Clay Deposits in Dahomey Basin Southwestern Nigeria. Iconic Research And Engineering Journals, 9(4). doi: https://doi.org/10.64388/IREV9I4-1711406-4228
Erinfolami Tunde Gideon, Oloruntola Moroof, Ojekunle V. O. "Engineering Geological Evaluation of Some Clay Deposits in Dahomey Basin Southwestern Nigeria" Iconic Research And Engineering Journals, vol. 9, no. 4, Oct. 2025. Crossref, https://doi.org/10.64388/IREV9I4-1711406-4228
@article{1711406,
      author = {Erinfolami Tunde Gideon, Oloruntola Moroof, Ojekunle V. O.},
      title = {Engineering Geological Evaluation of Some Clay Deposits in Dahomey Basin Southwestern Nigeria},
      journal = {Iconic Research And Engineering Journals},
      year = {2025},
      volume = {9},
      number = {4},
      pages = {1069-1084},
      issn = {2456-8880},
      url = {https://www.irejournals.com/formatedpaper/1711406.pdf},
      abstract = {Qualitative evaluations of clay deposits in Erusu-Akoko, Southwestern, Nigeria, were executed with a view to determining its quality and possible utilities. Four representative bulk samples were collected and subjected to geotechnical analysis which included; grain size analysis, bulk density, unconfined compression strength test, modulus of rupture, permeability, compaction and mineralogy of analysis. The result of the geotechnical analysis showed that the liquid limit ranged from 48.30 ?52.30 % with a mean value of 50.10 % and its plasticity index limit ranged from 26.0 ? 31.9 with a main value of 20.30 % which is an indication of intermediate plasticity. The plastic limit ranged from 26.0 ? 31.90 % with a mean value of 29.4 % which implies that the clay can withstand volumetric shrinkage on heating and exhibit a low to medium swelling potential when wet. The amount of fine fractions about 60.41 ? 75.32 %, clay sized fractions about 10 ? 22 %, average compressive strength 230 kpa, average bulk density 2.03 g/cm3, average porosity 27.4 %, average compaction 1.92 %, permeability coefficient 1.7 x 10-5 cm/s, average firing temperature 1350oC and average modulus rupture 1100oC showed that the clay possesses properties of a good liner for landfill, pottery, refractory materials and firebricks. The study showed that the clay deposits in the study area can be used for the production of ceramic, pottery, firebricks, blast furnace for metals and refractories.},
      keywords = {Clay deposit, pottery, Geotechnical Assessments, Refractories and Ceramics},
      month = {October},
      doi = {https://doi.org/10.64388/IREV9I4-1711406-4228}
  }