Abbasi, N. (2011). The role of anions in dispersion potential of clayey soil. Journal of Agricultural Engineering Research, 12(3), IAERI, pp. 15-30 (In Farsi)
Abbasi, N. and Nazifi, M.H., (2013), “Assessment and modification of Sherard chemical method for evaluation of dispersion potential of soils”, Journal of Geotechnical and Geological Engineering, 31(1), 337-346.
Anon, (2000). Annual Book of ASTM Standards. Vol. 04.08, Soil and Rock, ASTM D4647
Askari, F. and Fakher, A. (1993). Swelling and dispersivity of soils: from geotechnical engineer point of view. University of Tehran Press. (In Farsi)
Hieu, P. and
Nguyen, Q. P., (2014). Effect of silica nanoparticles on clay swelling and aqueous stability of nanoparticle dispersions.
Journal of Nanoparticle Research. 16(1).
Huang, T. (2011).Clay Stabilization with Nanoparticles. Patent No. US 20110000672 A1. US 12/277,825
Goodarzi, A.R. and Salimi, M. (2015). Stabilization treatment of a dispersive clayey soil using granulated blast furnace slag and basic oxygen furnace slag. Journal of Applied Clay Science, Vol. 108, 61-69.
Majeed, Z.H. and Taha, M.R. (2012). Effect of nanomaterial treatment on geotechnical properties of a penang soil. Journal of Asian Scientific Research, 2(11), 587-592.
Majeed, Z.H. and Taha, M.R. (2013). A review of stabilization of soils by using nanomaterials. Australian. Journal of Basic and Applied Sciences, 7(2), 576-581.
Majeed, Z.H., Taha, M.R. and Jawad, I.T. (2014). Stabilization of soft soil using nanomaterials. Research Journal of Applied Sciences, 8(4), 503-509.
Makusa, G. P. (2013). Soil Stabilization methods and materials in engineering practice. Department of Civil, Environmental and Natural Resources Engineering, Lulea University of Technology.
Middleton, H.E. (1930). Properties of soils which influence soil erosion. United States Department of Agriculture. Bulletin. 178.
Mohammadi, M. and Niazian, M. (2013). Investigation of nano-clay effect on geotechnical properties of rasht clay. International Journal of Advanced Scientific and Technical Research, 3(3). 37-46.
Movahedan, M., Abbasi, N., and M. Keramati. 2012. Wind erosion control of soils using polymeric materials. Eurasian Journal of Soil Science. 1(2), 81 –86.
Neethu, S.V. and Remya, S. (2013). Engineering behaviour of nanoclays stabilized soil. In: Proceedings of Indian Geotechnical Conference, 22-24 December, Roorkee University, 17 4 TH-13.
Ouhadi, V.R. and Amiri, M. (2011). Geo-environmental behavior of nanoclays in interaction with heavy metal contaminants. Journal of Civil and Environmental Engineering, 42(3), 29-36.
Ouhadi, V.R. and Goodarzi, A.R. (2006). Assessment of the stability of a dispersive soil treated by alum. Journal of Engineering Geology, Vol. 85, 91-101.
Rahimi H., N. Abbasi. (2008). Failure of Concrete Canal Lining on Fine Sandy Soils (A case study for Saveh Project). J Irrig Drain Eng. 57, 83-92
Rahimi, H. and Abbasi, N. (2015). Geotechnical engineering: problematic soils. University of Tehran Press. (In Farsi)
Rahimi, H. and Delfi, M. (1993). New chemical method for valuation of soil dispersivity. 2nd. Int. Conf. of soil Mech. and Found. Eng., Tehran, Iran.
Richards, K.S. (2012). Internal erosion-potential failure modes. Federal Energy Regulatory Commission Report, Feb., No. 31.
Sherard, J.L., Dunnigan, L.P. and Decker, R.S. (1976). Identification and nature of dispersive soils. Journal of Geotechnical Division, Proceeding ASCE, 102, 287-301.
Sparks, Donald. 2000. Soil Physical Chemistry. CRC Press, Florida, 33431.
Taha, M.R. and Taha, O.M.E. (2012). Influence of nano-material on the expansive and shrinkage soil behavior. Journal of Nanopart Res, 14(10), 1190.
Turkoz, M., Savas, H., Acaz, A. and Tosum, H. (2014). The effect of magnesium chloride solution on the engineering properties of clay soil with expansive and dispersive characteristics. Applied Clay Science, 101, 1-9.
Volk, G.M. (1937). Method of Determination of Degree of Dispersion of the Clay Fraction of Soils. In: Proceedings of Soil Science Society of America, 2, 561-567.
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