Crude oil Effects on Some Engineering Properties of Sandy Alluvial Soil

Document Type : Research Paper

Authors

Department of Geology, Faculty of Science, University of Ibadan, Ibadan, Nigeria

Abstract

Sandy alluvial soils contaminated with crude oil were investigated with a view to understanding the effects of crude oil contamination on their engineering properties. Bulk samples of alluvial soils compacted in layers were admixed thoroughly with 10% by volume of the contaminant and were cured for 63 days under room temperature in the laboratory and outside in the open to simulate field conditions. Mineralogical and chemical compositions of soils were obtained using X-ray diffraction and X-ray fluorescence analyses, and specific gravity, hydraulic conductivity, and compaction tests were conducted on the soils before and after contamination. Results show that the soil is silica-rich with SiO2 content of 96.24g/g. This is corroborated by the high quartz content (96.62%) observed from the mineralogical composition with minor amounts of kaolinite (6.04%), and trace amounts of haematite (0.02%).  The addition of crude oil resulted in an increase in maximum dry density (MDD) with a corresponding decrease in hydraulic conductivity, optimum moisture content (OMC), and specific gravity for both laboratory and outside cured samples. Hence, crude oil contamination can be said to modify the engineering properties of sandy soils, and the environment of samples’ emplacement also contributed to the alteration pattern observed.

Keywords


[1] Otunyo A. W (2010). Reduction of the shear strength of soils in the Niger delta area of Nigeria due to crude oil production. Nigerian journal of Technology, vol. 29, No. 2
[2] UNDP (2006). Niger Delta Human Development Report, Abuja, Nigeria. UnitedNations Development Programme Report (1)<http://www.ng.undp.org/publications/nigeria-deltahdr. pdf>[Accesssed 27th April 2017]
[3] Opukri C. and Ibaba I. S. (2008). Oil induced environmental degradation and internal population displacement in the Nigeria’s Niger Delta. Journal of Sustainable Development in Africa 10(1): Pp 173-193.
[4] Iloeje A. F. and Aniago V. (2016). Effect of crude oil on Permeability properties of the soil. International Journal of Trend in Scientific Research and Development, Vol. 1(1). ISSN: 2456 – 6470
[5] Walia B. S., Singh G., and Kaur M. (2013). Study of diesel contaminated clayey soil. Proceedings of Indian Geotechnical Conference.
[6] Akinwumi I. I., Diwa D. and Obianigwe N. (2014).Effects of crude oil contamination on index properties, strength and permeability of lateritic clay. International Journal of applied Science and Engineering Research,Vol.3,Issue 4
[7] Rahman Z., Umar H., and Ahmed N. (2010). Geotechnical characteristics of oil-contaminated granitic and metasedimentary soils. Asian journal of applied science. Vol. 3, pp.237-249
[8] Rao S. N. and Matthew P. K. (1995). Effects of exchangeable cations on hydraulic conductivity of marine clay. Clays Miner, 43(4): 433 – 437
[9] Oluremi J. R., Yahanna P. and Akinsola S. O. (2017). Effect of compactive efforts on geotechnical properties of spent engine oil contaminated lateritic soil. Journal of Engineering Science and technology. Vol. 12, No. 3, Pp.596-607
[10] Gupta H., Ashray P., Bavishi H and Preeti T.(2016). Effect of rate of crude oil contamination on index properties and engineering properties of clays and sands. Indian journal of Science and Technology. Vol. 9(30)
[11] Alsanad H. A., Eid W. K., Ismael N. F (1995). Geotechnical properties of oil contaminated Kuwati sand. Journal of Geotechnical engineering, Vol. 5, Pp.407-412
[12] Evgin E. and Das B. M. ( 1992). Mechanical behaviour of an oil contaminated sand in Environ. Geotechnology Usmen, Acar, Proc., Mediterranian Conference. Rotterdam, The Netherlands: Balkema Publishers.
[13] Pandy A. and Bind Y. K. (2014). Effects of oil contamination on geotechnical properties of alluvial soil Naini, Allahabad. International Journal of innovative Technology and exploring Engineering, Vol.3, issue 8
[14] BS 1377 (1990). Methods of tests for soils for Civil Engineering purposes. British Standard Institution, London.
[15] Material testings field manual FM 5- 472 (1999). Washington, D.C.
[16] Park J., Vipulanandan C., Kim J. W., and Oh M. H. (2006). Effects of surfactants and electrolyte solutions on the properties of soil. Environ Geol., 49: 977 – 989
[17] Sivapullaiah P. V. and Manju (2005). Kaolinite – alkali interaction and effects on basic properties. Geotech. Geol. Eng., 23: 601 – 606
[18] Ayininuola G. M., and Kwashima O. F. (2015). Effects of diesel oil contamination on soil natural recharge of groundwater. 2nd International Conference on Geological and Civil engineering, Vol. 80.
[19] Meegoda J. N., Chen B., Gunasekera S.D. and Pederson P.(1998). Compaction characteristics of contaminated soils – reuse as a road base material. Recycled materials in Geotechnical applications. Geotechnical special publication, Vol. 79, Pp.165- 209.