___

• [1] Ajayi-Majebi, A., Grissom, W.A., Smith, L.S. and Jones, E.E. (1991). Epoxy-Resin-Based Chemical Stabilization of a Fine, Poorly Graded Soil System. In Transportation Research Record 1295, TRB, National Research Council, Washington, D.C.[2] Little, D. N. (1995). Handbook for stabilisation of pvement sugrades and base course with lime. United States of America Lime association of Texas.[3] Prusinski, J. R. and Bhattacharja, S. (1999). Effectiveness of Portland cement and lime in stabilizing clay soils. Transportation Research Record, 1652, 215-227.[4] Bhattacharja S. and Bhatty, J. I. (2003). Comparative performance of the Portland cement and lime stabilization of moderate to high plasticity soils. Portland cement association, ISBN 0-89312-215-7.[5] Tingle, J.S. and Santori, R.L. (2003). Stablisation of clay soils with non traditional additives. National Research Council, Washington D.C., Transportation Research Record No. 1819, 72-84.[6] Geiman, M. C., Filz G. M. and Brandon, T. L. (2005). Stabilization of Soft Clay Subgrades in Virginia: Phase I Laboratory Study Virginia Transportation Research Council, Elsevier.[7] Vitton, S. (2006). Introduction to soil stabilization. Michigan Technological University.[8] Jung, C. and Bobet, A. (2008). Post-Construction Evaluation of Lime-Treated Soils. Indiana Department of Transportation State Office.[9] Mirzababaei, M., Yasrobi S. and Al-Rawas, A. (2009). Effect of polymers on swelling potential of expansive soils. Proceedings of the ICE Ground Improvement, 162(3), 111-119.[10] Liu, M. D., Pemberton S. and Indraratna, B. (2010). A study of the strength of lime treated soft clays, In ınternational Symposium and Exhibition on Geotechnical and Geosynthetics Engineering: Challenges and Opportunities in Climate Chang, Bangkok, Thailand, 245-251. [11] Brooks, R., Udoeyo, F. F., Takkalapelli, V. K. (2011). Geotechnical properites of problem soils stabilized with fly ash and lime stone dust in Philadelphia. American Society of Civil Engineers, 23 (5), 711-716.[12] Celauro, B., Bevi;acqua, A., Bosco D. L. and Celauro, C. (2012). Design procedures for soil-lime stabilization for road and railway embankments: Part 1, Review of design methods. Elsevier, 53: 755-764.[13] Khattab, S. A. A. and Hussein, Y. A. (2012). The durability of fine grained soils stabilized with lime. Al-Rafidain Engineering, 20 (1): 85-92.[14] Negi, A. S., Faizan, M., Siddharth D. P. and Singh, R. (2013). Soil stabilization using lime. International Journal of Innovative Research in Science, Engineering and Technology, 2 (3): 448-453.