[1] A. Rooh Bakhsh, B. Kalantari, Clay Stabilization by Using Lime and Waste Stone Powder, Amirkabir Jounrnal of Science and Research Civil and Enviromental Engineering (AJSR-CEE), 48(4) (2016) pp. 429-438 (in Persian).
[2] A. Zegeye, S. Yahaya, C.I. Fialips, M.L. White, N.D. Gray, D.A.C. Manning, Refinement of Industrial Kaolin by Microbial Removal of Iron-Bearing Impurities, Applied Clay Science, 86 (2013) pp. 47.35
[3] M. Budhu, Soil Mechanics and Foundations, Wiley India Pvt. Limited, New York, United States, 2008.
[4] F.G. Bell, M.G. Culshaw, Problems soils: a Review from a British Perspective, in: Problematic Soils Symposium, Nottingham, UK, 2001, pp. 1-35.
[5] M.R. Abdi, F. Charkhyari, Effects of steel slag on strength of fine-grained soils (in Persian), in: 08th International Congress on Civil Engineering Shiraz, Iran, 2009.
[6] M.R. Abdi, Effects of basic Oxygen steel slag (BOS) on strength and durability of kaolinite, International Journal of Civil Engineering, 9(2) (2011) pp. 81-89.
[7] M.E.C. Bruce, R.R. Berg, J.G. Collin, G.M. Filz, M. Terashi, D.S. Yang, Federal Highway Administration Design Manual: Deep Mixing for Embankment and Foundation Support, FHWA-HRT-13-046, U.S Department of Transportation, Federal Highway Administration Design Manual, USA, 2013.
[8] BAUER Maschinen GmbH, Process Description Manual; Cutter Soil Mixing Process and Equipment, in: 905.656.2, BAUER Foundation Corp, Germany, 2016.
[9] D. Bellato, P. Simonini, I.P. Marzano, E. Leder, M. Grisolia, T. Vohs, F.W. Gerressen, Mechanical and Physical Properties of a CSM Cut-off/Retaining Wall, in: ICGI 2012 - International Conference on Ground Improvement and Ground Control, Wollongong, Australia, 2012.
[11 F. Gerressen, T. Vohs, CSM-Cutter Soil Mixing— Worldwide Experiences of a Young Soil Mixing Method, in: Grouting and Deep Mixing 2012, Proceedings of the 4th International Conference on Grouting and Deep Mixing, Geotechnical Special Publication 228, American Society of Civil Engineers, Reston, VA., New Orleans, Louisiana, United States, 2012, pp. 281-290.
[12] D.A. Bruce, Seepage Cut-Offs for Levees and Dams: The Technology Review, in: Dam Safety Annual Conference Curran Associates, Inc., Hollywood, Florida, USA 2009, pp. 1205-1233.
[13 Y.E.A. Mohamedzein, A.A. Al-Rawas, M.Y. AlAghbari, Assessment of Sand– Clay Mixtures For Use in Landfill Liners, Proceedings of the International Conference on Geo-environmental Engineering, (2003) 211-218.
[14] N.C. Consoli, J.P. Montardo, P.D.M. Prietto, G.S. Pasa, Engineering Behavior of a Sand Reinforced with Plastic Waste, Journal of Geotechnical and Geoenvironmental Engineering, ASCE, 128(No. 6) (2002) 462-472.
[15] P. Rabbani, Y. Daghigh, M.R. Atrechian, M. Karimi, A. Tolooiyan, The Potential of Lime and Grand Granulated Blast Furnace Slag (GGBFS) Mixture for Stabilisation of Desert Silty Sands, Scientific & Academic Publishing (SAP), 2(6) (2012) pp. 108-119.
[16] FHWA, User Guidelines for Waste and Byproduct Materials in Pavement Construction, FHWAHRT-13-046, Federal Highway Administration, U.S Department of Transportation, USA, 2016.
[17] S. Bhuyan, S.P. Singh, Stabilisation of balast furnace slag and fly ash using lime and Rbi grade 81, National Institute of Technology, Rourkela, India, 2010.
[18] H.Y. Poh, G.S. Ghataora, N. Ghazireh, Soil Stabilization Using Basic Oxygen Steel Slag Fines, American Society of Civil Engineers, 2006 ASCE, 18(2) (2006) 99 229-240.
[19] K. Axelsson, S.E. Johansson, R. Andersson, Stabilisation of Organic Soils by Cement and Pozzolanic Reactions, 3, Swedish Deep Stabilisation Research Centre, c/o Swedish Geotechnical Institute, 2002.
[20] D.D. Higgins, J.M. Kinuthia, S. Wild, Soil Stabilisation Using Lime-Activated GGBS, in: Proceedings of the 6 th ACI/CANMET International Conference on Fly Ash, Silica Fume, Slag and Natural Pozzolans in Concrete, American Concrete Institute, Bangkok, Thailand, 1998, pp. 1057-1074.
[21] M.E.S. Abdel Rahman Ouf, Stabilisation of Clay Subgrade Soil Using Ground Granulated Ballast Furnace Slag, University of Leeds, United Kingdom, .1002
[22] M. Kamon, D.T. Bergado, Ground Improvement Techniques, in: Proceedings of the 9th Asian Regional Conference on Soil Mechanics and Foundation Engineering, Bangkok, Thailand, 1991, pp. pp. 526.645
[23] H.G. Kempfert, B. Gebreselassie, Excavations and Foundations in Soft Soils, Springer, Berlin, Heidelberg, 2006.
[24] A. Tolooiyan, K. Gavin, Modelling the Cone Penetration Test in Sand using Cavity Expansion and Arbitrary Lagrangian Eulerian Finite Element Methods, Computers and Geotechnics, 38 (2011) pp. 482-490.
[25] S. Wild, W.A. Tasong, Influence of Ground Granulated Blast Furnace Slag on the Sulphate Resistance of Lime-Stabilised Kaolinite, Magazine of Concrete Research, 51(4) (1999) pp. 247-254.
[26] N.K. Sharma, S. Swain, U.C. Sahoo, Stabilization of a Clayey Soil with Fly Ash and Lime: a Micro Level Investigation, Geotechnical and Geological Engineering, 30(5) (2012) pp. 1197–1205.
[27] F.G. Bell, Lime Stabilization of Clay Minerals and Soils, Engineering Geology, 42(4) (1996) pp. 223-237.
[28] O. Matsuo, Determination of Design Parameters for Deep Mixing, in: Proceedings of Tokyo Workshop 2002 on Deep Mixing, Coastal Development Institute of Technology, Tokyo, Japan., 2002, pp. pp 75-79.
)