Al-Rawas, A. A. and Mattheus, F. A. (2008), Expansive Soils, Recent Advances in Characterization and Treatment, Taylor & Francis/Balkema, The Netherland, 544 p.
 Al-Mukhtar, M., Lasledj, A. and Alcover, J. F. (2010), Behaviour and Mineralogy Changes in Lime-treated Expansive Soil at 50 °C, Applied Clay Science, Vol. 50, No. 2, pp. 199-203.
 Altun, S., Sezer, A. and Erol, A. (2009), The Effects of Additives and Curing Conditions on the Mechanical Behavior of a Silty Soil, Cold Region Science and Technology, Vol. 56, No. 2, pp. 135-140.
 *Arabi, M. and Wild, S. (1986), Microstructural Development in Cured Soil-lime Composites, Journal of Materials Science, Vol. 21, pp. 497-503.
 *Asbridge, A. H., Walters, G. V. and Jones, T. R. (1994), Ternary Blended Concretes-OPC/GGBS/Metakaolin,.International Conference on Concrete, Concrete Across Borders, Danish Concere Association, Odense, Vol. 2, pp. 547-557.
 ASTM, 2003, American Society for Testing and Materials. Annual Book of ASTM Standards, Vol. 4.08.
 *Basma, A. A. and Tuncer, E. R. (1991), Effect of Lime on Volume Change and Compressibility of Expansive Clays, TRR No.1295, pp. 52-61.
 Bell, F. G. (1993), Engineering Treatment of Soils, E & FN Spon, London, 302p.
 Bell, F. G. (1996), Lime Stabilization of Clay Minerals and Soils, Engineering Geology, Vol. 42, No. 4, pp. 223-237.
 *Bijen, J. G. (1996), Blast Furnace Slag Cement, ISBN 90-71806 24-3, Association of the Netherlands Cement Industry ( VNC).
 Boardman, D. I., Glendinning, S. and Rogers, C. F. D. (2001), Development of Stabilization and Solidi?cation in Lime-Clay Mixes, Geotechnique, Vol. 51, No. 6, pp. 533-543.
 *Bogonza, S., Peete, J. M., Freer-Hewish, R. and Newill, D. (1987), Carbonation of Stabilized Soil-cement and Soil-lime Mixtures, PPTRC Transport and Planning Summer Annual Meeting.
 Broms, B. B. (1993), Ground Improvement, John Willy and Sons, 1115p.
 *Broms, B. B. and Boman, P. (1975), Lime Stabilized Columns, Fifth Asian Regional Conference on Soil Mechanics and Foundation Engineering, Bangalore, India,Vol. 1, pp. 227-234.
 Chamberlain, E. J., Iskander, I. and Hunsickert, S. E. (1990), Effect of Freeze-thaw Cycles on the Permeability and Macrostructure of Soils, Proceedings of the International Symposium on Frozen Soil Impacts on Agricultural Range and Forest land. Special report, Vol. 90-1. CRREL, Hanover, NH, USA, pp. 145-155.
 Christ, M. and Park, J. B. (2009), Ultrasonic Technique as Tool for Determining Physical and Mechanical Properties of Frozen Soils, Cold Region Science and Technology, Vol. 58, pp. 136-142.
 *Cobbe, M. I. (1988), Lime-modification of Kaolinite-illite Clays, Civil Engineering Technology, pp. 9-15.
 *Croft, J. B. (1964), The Pozzolanic Reactivities of Some New South Wales Fly Ashes and their Application to Soil Stabilisation, Australian Road Research Board Conference, 2 Part 2, Paper No. 120 , Australia, 1964, pp 1144-1167.
 Cruzda, K. A. and Hohmann, M. (1997), Freezing Effect on Shear Strength of Clayey Soils, Applied Clay Science, Vol. 12, No. 2, pp. 165-187.
 Cuisinier, O., Borgne, T., Deneele, D. and Masrouri, F. (2010), Quanti?cation of the Effects of Nitrates, Phosphates and Chlorides on Soil Stabilization with Lime and Cemen, Engineering Geology, Vol. 117, No. 4, pp. 229-235.
 Davidson, D. T., and Handy, R. L. (1960), Lime and Lime-Pozzolan Stabilization, Highway Engineering Handbook, Mc Graw Hill, New York.
 *Dempsey, B. J. and Thompson, M. R. (1968), Durability Properties of Lime-Modi?ed Soil Mixtures, Highway Research Record, No. 235, pp. 61-75.
 *Depuy, G. W. (1994), Chemical Resistance to Concrete, Signi?cance of Tests and Properties of Concrete and Concrete Making Materials, ASTM 169C, in, Kileger, P., Lamond, J. (Eds), ASTM West Conshohocken, pp. 263-281.
 *Dermatas, D. and Meng, X. (1994), Stabilization/solidi?cation (S/S) of Heavy Metal Contaminated Soil by Means of a Quick Lime Based Treatment Approach, Stabilization and Solidi?cation of Hazardous, Radioactive and Mixed Wastes, ASTM STP 1240, Philedelphia.
 Ebrahimi, M, Bazyar, M. H., Makarchian, M. and Zamani, M. The Effect of Rice Husk Ash (RHA) on Strength Property and Swelling Potential of Clayey Soils Stabilized with Lime in the Presence of Sulfate (Unpublished paper).
 Ehta, P. K. (1973), Mechanism of Expansion Associated With Ettringite Formation, Cement and Concrete Research, Vol. 3, pp. 1-6
 Eigenbrod, K. D., Knutsson, S. and Sheng, D. (1996), Pore Water Pressures in Freezing and Thawing Fine-rained Soils, Journal of Cold Regions Engineering, Vol. 10, No. 2, pp. 76-92.
 Ferris, G.A., Eads, J. L., Graves, R. E. and Mcclellan, G. H. (1991), Improved Characteristics in Sulfate Soils Treated with Barium Compounds Before Lime Stabilization, TRR No. 1295.
 *George, S. Z., Ponniah, D. A. and Little, J. A. (1992), Effect of Temperature on Lime-Soil Stabilisation, Construction and Building Materials, Vol. 6, pp. 247-252.
 Goldberg, I., and Klein, A. (1952), Some Effect of Treating Expansive Clays with Clacium Hydroxide, Special Publication 142, American Society for Testing Material, pp. 53-71.
 *Grim, R. E. (1998), Clay Mineralogy. Mc Grow Hill. New York, 384p.
 Grimshaw, R. W. (1971), The Chemistry and Physics of Clays, Fourthed., Ernest Benn, 942p.
 *Hammond, A. A. (1992), Manufacture and Use of Lime and Pozolana Cements in Africa, Lime and other Alternative Cements, Neville Hill, Stafford Holmes, and David Mather, eds., Intermediate Technology Publications, London, U K., pp. 35-40.
 Harichane, K., Ghrici, M., Khebizi, W. and Missoum, H. (2010), Effect of the Combination of Lime and Natural Pozzolana on the Durability of Clayey Soils, Geomaterials Laboratory, Vol. 15, pp. 1194-1209.
 *Harris, J. P., Sebesta, S. and Scullion, T. ( 2004), Hydrated Lime Stabilization of Sulfate-bearing Vertisols in Texas, Transportation Research Record, No. 1868, pp. 31-39.
 Hawkins, A. B. and Pinches, G. M. (1987a), Sulphate Analysis on Black Mudstones, Published in Geotechnique, Vol. 37, No. 2, pp. 191-196.
 *Hawkins, A. B., Pinches, G. M. (1997b), Understanding Sulphate Generated Heave Resulting From Pyrite Degradation, in Hawkins, A.B. (Ed.), Proceedings of the International Conference on the Implications of Ground Chemistry and Microbiology for Construction, Balkema, Rotterdam, pp. 51-76.
 Hicholson, P. G., Kashyap, V. and Fujii, C. F. (1994), Lime and Fly Ash, TRR No. 1295.
 Hohmann-Porebska, M. (2002), Micro Fabric Effects in Frozen Clays in Relation to Geotechnical Parameters, Applied Clay Science, Vol. 21, No. 1-2, pp. 77-87.
 Huiwen, W. (2004), Analysis of Geometric Characteristics of GGBS Particles and their Influences on Cement Properties, Cement and Concrete Research, Vol. 34, No. 3, pp. 133-137.
 Hunter, D. (1998), Lime Induce Heave in Sulfate-bearing Clay Soils, Journal of Geotechnical Engineering, ASCE, Vol. 114, No. 2, pp. 150-167.
 Jahanshahi, M. (2005), An Improvement Method for Swell Problem in Sulfate Soils that Stabilized by Lime, American Journal of Applied Sciences, Vol. 2, No. 7, pp. 1121-1128.
 *Janoo, V. C., Firicano, A. J. and et al. (1999), Field Testing of Stabilized Soil, Journal of Cold Regions Engineering,Vol. 13, No. 1, pp. 37-53.
 *Join, D. E. and Holts. W. G. (1973), Expansive Soils-the Hidden Disaster, Civil Engineering, ASCE, Vol. 43, pp. 49-51.
 Kalkan, E. (2011), Impact of Wetting-drying Cycles on Swelling Behavior of Clayey Soils Modi?ed by Silica Fum, Applied Clay Science, Vol. 52, No. 4, pp. 345-352.
 *Kerb, R. O., and Walker, R. D. (1971), Highway Materials. McGrow Hill INC. New York, 428p.
 Kinuthia, J. M., Wild, S. and Jones. G. I. (1998), Effects of Monovalent and Divalent Metal Sulphates on Consistency and Compaction of Lime-stabilised Kaolinite, Applied Clay Science , Vol. 14, No. 1-3, pp. 27-45.
 Kumar, A., Walia, B. S., and Bajaj, A. ( 2007), Influence of Fly ash, Lime, and Polyester Fibers on Compaction and Strenght Properties of Expansive soil, Journal of Materials in Civil Engineering, Vol. 19, No. 3, pp. 242-248.
 *Leroueil, S., and Bihan, J. P. (1996), Liquid Limits and Fall Cones, Canadian Geotechnical Journal, Vol. 33, No. 5, pp. 793-798
 *Littleton, I. (1995), Littleton Some Observations on the Presence of Sulphates in Lime Stabilized Clay Soils, Buxton Lime Industries Ltd.
 Liu, J., Wang, T. and Tian, Y. (2010), Experimental Study of the Dynamic Properties of Cement- and Lime-Modified Clay Soils Subjected to Freeze-Thaw Cycles, Cold Region Science and Technology, Vol. 61, No. 1, pp. 29-33.
 Locat, J., Berube, M. A. and Choquette, M. (1990), Laboratory Investigations on the Lime Stabilisation of Sensitive Clays, Shear Strength Development, Canadian Geotechnical Journal, Vol. 27, pp 294-304.
 Ma, W. and Xu, X. Z. (1999), In?uence of Frost and Thaw Cycles on Shear Strength of Lime Silt, Chinese Journal of Geotechnical Engineering , Vol. 21, No. 2, pp. 158-160.
 *Mallela, J., Von Quintus, H. and Smith, K. L. ( 2004), Consideration of Lime- Stabilized Layers in Mechanistic-Empirical Pavement Design, The National Lime Association, Arlington, pp. 1-36.
 *McCallister, L. D. and Tidwell, L. (1997), Double Lime Treatment to Minimize Sulphate-Llime Induced Heave in Expansive Clays, Draft Technical Report US Army Engineers, Waterways Experiment Station, Vicksburg, Miss.
 Mehta, P. K. (1973), Mechanism of Expansion Associated With Ettringite Formation, Cement and