[1] Y. Yukselen-Aksoy, A. Kaya, A.H. Ören, Seawater effect on consistency limits and compressibility characteristics of clays, Engineering Geology, 102(1-2) (2008) 54-61.
[2] M. Esnaashari, E. Ahmadi, Effect of sea water on unconfined compressive strength of clayey soil stabilized with lime and pozzolan, Modares Civil Engineering journal, 17(5) (2017) 1-13.
[3] O.G. Ingles, J.B. Metcalf, Soil stabilization principles and practice, 1972.
[4] H. Mojallali, Salt mineralogy in a selected salorthid of texas high plains as a function of seasonal temperature variations, Iran Agricultural Research, 13(2) (1994) 111-124.
[5] D. Davidson, M. Mateos, H. Barnes, Improvement of lime stabilization of montmorillonitic clay soils with chemical additives, Highway Research Board Bulletin, (262) (1960).
[6] K. A, Effect of calcium chloride on unconfined compressive strength of fine grained soil with calcium choioride, M.S.c thesis, Islamic Azad Univ, (2008).
[7] S. Koslanant, K. Onitsuka, T. Negami, Influence of salt additive in lime stabilization on organic clay, Geotechnical Engineering, 37(2) (2006) 95.
[8] V. Ouhadi, R. Yong, M. Amiri, M. Ouhadi, Pozzolanic consolidation of stabilized soft clays, Applied Clay Science, 95 (2014) 111-118.
[9] J.L. Eades, R.E. Grim, Reaction of hydrated lime with pure clay minerals in soil stabilization, Highway Research Board Bulletin, (262) (1960).
[10] G.A.a.M. A, Effect of Curing Temperature and SiO2-Nanoparticles on Engineering Properties of Lime Treated Expansive Soil, Modares Civil Engineering Journal (M.C.E.J), 17 (2017) 131-143.
[11] J. Fu, H. Naguib, Nanocomposite Foams Effect of Nanoclay on the Mechanical Properties of PMMA/Clay, Journal of Cellular Plastics, 42 (2006) 325.
[12] A. Mostafa, M. Ouf, M. Elgendy, Stabilization of subgrade pavement layer using silica fume and nano silica, International Journal of Scientific & Engineering Research, 7(3) (2016) 573-581.
[13] H. Bahadori, A. Hasheminezhad, F. Taghizadeh, Experimental Study on Marl Soil Stabilization Using Natural Pozzolans, Journal of Materials in Civil Engineering, 31(2) (2018) 04018363.
[14] A.J. Choobbasti, M.A. Samakoosh, S.S. Kutanaei, Mechanical properties soil stabilized with nano calcium carbonate and reinforced with carpet waste fibers, Construction and Building Materials, 211 (2019) 1094-1104.
[15] M. Shahidi, F. Farrokhi, F. Asemi, Changes in Physical and Mechanical Properties of Gas Oil–Contaminated Clayey Sand after Addition of Clay Nanoparticles, Journal of Environmental Engineering, 145(4) (2019) 04019004.
[16] V. Ouhadi, M. Amiri, S. Hamidi, Dispersive soil improvement with lime, special attention to the reduction of peak intensity of clay minerals in XRD analysis, Modares Journal of Civil Engineering, 14(2) (2014).
[17] S. George, D. Ponniah, J. Little, Effect of temperature on lime-soil stabilization, Construction and Building Materials, 6(4) (1992) 247-252.
[18] J. Kinuthia, S. Wild, G. Jones, Effects of monovalent and divalent metal sulphates on consistency and compaction of lime-stabilised kaolinite, Applied Clay Science, 14(1-3) (1999) 27-45.
[19] J. Mallela, H.V. Quintus, K. Smith, Consideration of lime-stabilized layers in mechanistic-empirical pavement design, The National Lime Association, 200 (2004).
[20] J.K. Mitchell, K. Soga, Fundamentals of soil behavior, Number, 2 (1976) 111-130.
[21] A. Aldaood, M. Bouasker, M. Al-Mukhtar, Impact of freeze–thaw cycles on mechanical behaviour of lime stabilized gypseous soils, Cold Regions Science and Technology, 99 (2014) 38-45.
[22] A. S, Long term effect of salty water on clayey soil, M.S.C thesis ,Tarbiat Modares Univ, (1398).
[23] V. Ouhadi, Microstructural assessment of lime consumption rate and pozzolanic reaction progress of a lime-stabilized dispersive soil, Modares Civil Engineering journal, 16(1) (2016) 11-22.
[24] S. Koslanant, Influence of storage conditions on geotechnical properties of Ariake clay and on its chemical stabilization, Dissertation, Saga University, Japan, 2006.
[25] A.K.A. El-Aal, Effect of salinity of groundwater on the geotechnical properties of some Egyptian clay, Egyptian journal of petroleum, 26(3) (2017) 643-648.
[26] A. Goodarzi, S. Goodarzi, H. Akbari, Assessing geo-mechanical and micro-structural performance of modified expansive clayey soil by silica fume as industrial waste, Iranian Journal of Science and Technology Transactions of Civil Engineering, 39(C2) (2015) 333-350.
[27] N. Khalid, M.F. Arshad, M. Mukri, K. Mohamad, F. Kamarudin, The Properties of Nano-Kaolin Mixed with Kaolin, The Electronic Journal of Geotechnical Engineering (EJGE), (2005).
[28] A. al-Swaidani, I. Hammoud, A. Meziab, Effect of adding natural pozzolana on geotechnical properties of lime-stabilized clayey soil, Journal of Rock Mechanics and Geotechnical Engineering, 8(5) (2016) 714-725.
[29] S. Jahandari, J. Li, M. Saberian, M. Shahsavarigoughari, Experimental study of the effects of geogrids on elasticity modulus, brittleness, strength, and stress-strain behavior of lime stabilized kaolinitic clay, GeoResJ, 13 (2017) 49-58.
[30] N.Z. Mohd Yunus, D. Wanatowski, A. Marto, S.N. Jusoh, Strength improvement of lime-treated clay with sodium chloride, Geotechnical Research, 4(4) (2017) 192-202.
[31] M. Al-Mukhtar, S. Khattab, J.-F. Alcover, Microstructure and geotechnical properties of lime-treated expansive clayey soil, Engineering Geology, 139 (2012) 17-27.
[32] S.H. Bahmani, B.B. Huat, A. Asadi, N. Farzadnia, Stabilization of residual soil using SiO2 nanoparticles and cement, Construction and Building Materials, 64 (2014) 350-359.
)