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The results of chemical and mineralogical composition of cohesive soils developed over Enugu Shale, as well as the effects on the strength parameters are presented in this paper. The strength parameters were determined in the cohesive soil specimens in the study area, while the chemical and mineralogical tests were done on the representative soil types from the study area. Some correlations between chemical composition and strength parameters of cohesion and angle of internal friction as well as other physical parameters such as liquid limit, plastic limit, plasticity index and activity of soil were obtained. The effects of chemical and mineralogical composition on strength parameters, based on the correlation between chemical composition and strength parameters (cohesion and angle of internal friction) were examined. The results show that chemical and mineralogical compositions significantly affect the angle of internal friction and cohesion thereby impacting on the strength of cohesive soils developed over Enugu Shale.

References

  1. Ylber A. and Pranvera L. The chemical-mineralogical composition and their effect on physical and mechanical properties of cohesive soils in Tirana area, Albania, Fresenius Environmental Bulletin, 2013; 22(10a):3006-3015.
     Google Scholar
  2. Di Maio C., Santoli L. and Schiavone P. Volume change behavior of clays: The influence mineral composition, pore fluid composition and stress state, Mech. Mater, .2004;36:435-451.
     Google Scholar
  3. Grim R. E. Applied clay mineralogy. New York, McGraw-Hill, 1962.
     Google Scholar
  4. Ekeocha N. E. The mineralogical and engineering characteristics of Cretaceous and Tertiary shales in the lower Benue Trough, Nigeria, Journal of Earth Science and Engineering, 2015; 5(8):487-498.
     Google Scholar
  5. British Standard Institution (BSI) 1377.Methods of testing soils for civil engineering purposes, London, British Standards Institution 1990.
     Google Scholar
  6. Bell F.G. Engineering Geology. 2nd edn. New Delhi, India. Elsevier, 2011.
     Google Scholar
  7. Mitchell J. K. and Soga K. Fundamentals of soli behavior. 3rd edn.United States, John Wiley & Sons Inc, 2005.
     Google Scholar
  8. Skempton A. W. The colloidal activity of clays. In: Proceedings of the third international conference on soil mechanics and foundation engineering, London, 1, pp. 57-61, 1953.
     Google Scholar
  9. Arora K. R. Soil mechanics and foundation engineering (Geotechnical Engineering) 7th edn., NaiSarak, Delhi. Standard Publishers Distributors, 2008.
     Google Scholar
  10. Norton L.D. and Dontsova K.M. Use of soil amendments to prevent soil surface sealing and control erosion, Advances in GeoEcology, 1998; 31:581-587.
     Google Scholar
  11. Dontsova K. and Norton L.D. Effect of exchangeable Ca:Mg ratio on soil clay flocculation, infiltration and erosion, pp.580-585. In: D.E. Stott, R.H. Mohtar and G.C. Steinhardt (Eds.), Sustaining the global farm', Selected papers from the 10th International Soil Conservation Organisation Meeting. Purdue University and the USDA-ARS National Soil Erosion Research Laboratory, 1999.
     Google Scholar
  12. Al-Obaidi A.A., Al-Mulkhtar M.T., Al-Dikhil O.M. and Hannona S.Q. Comparative study between silica fume and nano silica fume in improving the shear strength and collapsibility of highly gypseous soil, Tikrit Journal of Engineering Science, 2020; 27(1):72-78.
     Google Scholar
  13. Al-Zzawi A.A., Daud K.A. and Abdul Sattar M.A. Effect of silica fume addition on behaviour of silty-clayey soils, Journal
     Google Scholar