Effect of Oil Contamination on Lime and Cement Stabilized Laterite Soil


  • Ochepo J. Department of Civil Engineering, Ahmadu Bello University, Zaria
  • Ibrahim M. Department of Civil Engineering, Ahmadu Bello University, Zaria
  • Joseph V. Department of Civil Engineering, Ahmadu Bello University, Zaria


Lime, Cement, Oil-Contamination, Unconfined Compressive Strength, California Bearing Ratio


This study was carried out to evaluate the effect of spent oil contamination on the strength of lime and cement stabilized soil. Laterite soil was stabilized with lime as well as with cement in percentages of 0, 2, 4, 6, and 8 % of the dry weight of soil. Specimens were prepared for UCS and CBR. The specimens for UCS were wax cured for 7, 14 and 28 days while specimens for CBR were wax cured for 4 days. Contamination of the specimen was achieved by soaking the specimen after de-waxing top and bottom in spent oil medium in a plastic bowl for 48 hours after the respective curing periods. The uncontaminated and contaminated soils were both tested for UCS and CBR values. The results obtained show that the strength of lime and cement stabilized soil decreased when contaminated with oil. The value of the UCS decreased by about 20, 14 and 9 % and 38, 22 and 14 % respectively on the average for oil contaminated cement stabilized soil as well as oil contaminated lime stabilized soil cured for 7, 14 and 28 days respectively. Similarly, the CBR of the soil- cement and soil-lime mixtures reduced by about 13 and 35 % respectively. It was also observed that the resistance to loss in strength increased with cement and lime content with curing period. This results show that for all practical purpose, cement and lime stabilized pavement structures exposed to oil contamination are susceptible to failure as a result of reduction in strength and bearing capacity due to oil contamination.

Author Biography

Ochepo J., Department of Civil Engineering, Ahmadu Bello University, Zaria

Department of Civil Enginerering


Ifeadi, C. N. and Nwankwo, J. N “Critical analysis of oil spill incidents in Nigerian petroleum industry.†Seminar Proceedings of Petroleum Industry and the Nigerian Environment. FMNH and NNPC, Lagos. pp104–114, . (1987).

Adepoyigi, T. “Oil and Energy Insurance in Nigeria: Effects, Problems and Prospects.†A paper presented at 1998 Seminar of Actuarial Science and Insurance Student’s Associations, University of Lagos, Lagos, Nigeria. 16 p, (1998).

Oluremi, J. R. and Osuolale, O. M. “Review of the Potential Reuse of Oil Contaminated Soil as Engineering Material†in Book of Abstract for Alexander von Humboldt Conference, University of Ibadan, Ibadan Nigeria 11-15 October, pp.12-13, (2011).

Dana A. A. and Ahmad A. A. 2nd International Conference on Environmental Science and Technology IPCBEE Vol.6 IACSIT Press, Singapore, (2011).

Ijimdiya, T. S. and Igboro, T. Effect of used oil on the strength and compressibility behaviour of lateritic soil In: Laryea, S., Agyepong, S.A., Leiringer, R. and Hughes, W. (Eds) Procs 4th West Africa Built Environment Research (WABER) Conference, 24-26 July 2012, Abuja, Nigeria, 715-723, (2012).

Evgin, E. and Das B. M. Mechanical Behaviour of Oil-Contamniated Sand. In: Environmental Geotechnology, Usmen, M.A. and Y.B. Acar (Eds.). Balkema Publishers, Rotterdam, Netherlands, pp: 101-108, (1992).

Nasr, A. M. A. “Experimental and Theoretical Studies for the Behaviour of Strip Footings on Oil-Contaminated Sand.†Journal of Goetechnical and Geoenvironmental Engineering. ASCE, Vol. 135, No 12, pp. 1814 – 1822, (2009).

Khamehchiyan, M, Amir, H. C. and Tajik, M. “Effects of crude oil contamination on geotechnical properties of clayey and sandy soils.†Journal of Engineering Geology, Elsevier, Amsterdam, vol. 89, No 3-4, pp. 220-229, (2007).

Rahman, A. Z., Hamzah, U., Taha, M. R., Ithnain, N. S. and Ahmad, N. “Influence of Oil Contamination on Geotechnical Properties of basaltic Residual Soil.†American Journal of Applied Sciences 7 (7): 954-961, ( 2010).

Shin, E. C. and Das, B. M. “Bearing Capacity of Unsaturated Oil Contaminated Sand†Int. J. Offshore Polar Eng., 11(3), 220 – 227, 2001.

Osinubi, K. J. “Influence of compactive efforts and compaction delays on lime-treated soil.†Journal of Transportation Engineering, ASCE, Vol. 124, No. 2, pp. 149 – 155, (1998a).

Osinubi, K. J. “Influence of compaction delay on the properties of cement-stabilised lateritic soil.†Journal

of Engineering Research, Vol. JER-6, No. 1, pp.13 – 26, (1998b).

Osula, D. O. Comparative Evaluation of Cement and Lime Modification of Laterite’ Eng. Geol.,

Vol. 42, pp 71-81, (1996).

Sherwood, P. T. Soil Stabilization with Cement and Lime. Her Majesty’s Stationery Office, London, 14-55, (1995).

Amer A., Hossam F. H., Ramzi T., Abdulwahid H., Bader A., Yahia A. "Stabilization of oil-contaminated

soils using cement and cement by-pass dust", Management of Environmental Quality: An International Journal, Vol. 16 Iss: 6, pp.670 – 680, ., (2005).

Shah S. J., Shroff A. V., Jingnesh V. P., Tiwari K. C. And Ramakrishnan D. “Stabilizaton of fuel conatimated soil-A case studyâ€. Geotechnical and Geological Engineering, Vol 21 PP415-427, Kluwer Academic Publishers, Netherlands, (2003).

ISSMFE Progress Report “Peculiarities of geotechnical behaviour of tropical lateritic and saprolitic soils.†Committee on Tropical Soils of the ISSMFE, (1982/1985).

Ola, S.A. “Stabilization of Nigerian laterite soils with cement, bitumen and lime†Proceedings of the sixth

Regional conference for Africa on Soil Mechanics and Foundation Engineering, Durban, 1:145-152


Osinubi, K. J. “Influence of compaction delay on the properties of lime- stabilised laterite soil†Journal of

Engineering Research, Vol. JER-7, Nos. 1 &2, pp.129 –142, (1999).

B.S. 1377 Method of testing soil for civil engineering purpose, British Standard Institute, London, (1990).

B.S. 1924 Methods of Tests for Stabilized Soils. British Standards Institute, London, (1990).

Ola, S. A “Need for estimated cement requirement for stabilizing lateritic soil.†Journal of Transporationt Div., ASCE, Vol. 17, No 8, pp. 379-388, . (1974).

Lees, G., Addelkader, M. O. and Hamdani, S. K. “Sodium chloride as additive in lime- soil stabilization†Journal Institute of Highway Engineers., 29, Vo; No(11), pp.8-16, (1982).

Osula, D. O. A. “Lime Modification of Problem Lateriteâ€. Eng. g Geol. 30, pp 141 – 149, (1991).

Ingles, O. G. and Metcalf, J. B. Soil stabilization. Butter Worths, Melbourne, Australia, (1972).

Ingles, O. G. ‘The nature and Strength of the Interparticle Bond in Natural and Stabilized Soils’ Mechanisms of Stabilization, D-9, Pro. Of a Colloquium Held at Syndal Vietora. Syndal Victoria, Australia, (1964).

Yoder, E. J. and Witczak, M. W. Principles of Pavement Design. John Wiley, New York, (1975).




How to Cite

J., O., M., I., & V., J. (2013). Effect of Oil Contamination on Lime and Cement Stabilized Laterite Soil. Asian Journal of Engineering and Technology, 1(5). Retrieved from https://ajouronline.com/index.php/AJET/article/view/707