[1] M. Dafalla, A. A. Shaker, T. Elkady, M. Al-Shamrani, A. Dhowian, Effects of confining pressure and effective stress on hydraulic conductivity of sand-clay mixtures, Arabian Journal of Geosciences, 8(11) (2015) 9993-10001.
[2] A.Falamaki, M.Eskandari, M.Homaee, M. Gerashi, An improved multilayer compacted clay liner by adding bentonite and phosphate compound to sandy soil, KSCE Journal of Civil Engineering, 22(10) (2018) 3852-3859.
[3] C. W. W. Ng, J. L. Coo, Hydraulic conductivity of clay mixed with nanomaterials, Canadian Geotechnical Journal, 52(6) (2015) 808-811.
[4] P. P. Kulkarni, J. N. Mandal, Strength evaluation of soil stabilized with nano silica-cement mixes as road construction material, Construction and Building Materials, 314(2022) 125363.
[5] J. Karimiazar, E. Sharifi Teshnizi, M. Mirzababaei, M. Mahdad, R. Arjmandzadeh, California bearing ratio of a reactive clay treated with nano-additives and cement. Journal of Materials in Civil Engineering, 34(2) (2022) 04021431.
[6] B. A. Mir, S. H. Reddy, Mechanical Behaviour of Nano-material (Al2O3) Stabilized Soft Soil, International Journal of Engineering, 34(3) (2021) 636-643.
[7] J. S. Ghaffarpour, H. Zahedi, Investigating the Effecting of Nano Aluminum on Mechanical and Volumetric Properties of Clay, Amirkabir Journal of Civil Engineering, 50(3) (2018) 597-606.
[8] A. Asakereh, A. Avazeh, The Effect of Nano Clay on Dispersive Soil Behavior (Case Study of Minab City), Amirkabir Journal of Civil Engineering, 49(3) (2017) 503-512.
[9] Z. Fakhri, R. Pourhoseini, T. Ebadi, Improvement in the Hydraulic Properties of Kaolinite with Adding Nanoclay, Amirkabir Journal of Civil Engineering, (2016) 597-606.
[10] M. Shahidi, F.Farrokhi, F. Asemi, Experimental study of the effect of adding clay nanoparticles to improve strength properties of contaminated clayey-sand soil with gasoil, Amirkabir Journal of Civil Engineering, 51(6) (2020) 1145-1162.
[11] S.Ghavami, B. Farahani, H. Jahanbakhsh, F. Moghadas Nejad, Effects of silica fume and nano-silica on the engineering properties of kaolinite clay, AUT Journal of Civil Engineering, 2(2) (2018) 135-142.
[12] F.Changizi, A.Haddad, Strength properties of soft clay treated with a mixture of nano-SiO2 and recycled polyester fiber, Journal of Rock Mechanics and Geotechnical Engineering, 7(4) (2015) 367-378.
[13] A. B. Khalkhali, I. Safarzadeh, H. R. Manbar, Investigating the effect of nano clay additives on the geotechnical properties of clay and silt soil, J Mater Civil Eng, 3(2) (2019) 63-74.
[14] N. Khalid, M. F. Arshad, M. Mukri, K. Mohamad, F. Kamarudin, Influence of nano-soil particles in soft soil stabilization. Electronic Journal of Geotechnical Engineering, 20(2) (2015) 731-738.
[15] H. R. Samala, B. A. Mir, (2020). Some studies on microstructural behavior and unconfined compressive strength of soft soil treated with SiO2 nanoparticles. Innovative Infrastructure Solutions, 5(1) (2020) 1-12.
[16] A. K. Jha, M. Arshad, Physical and Hydraulic Conductivity Behavior of Sand-and Slag-Bentonite Mixes Modified Using Nanoclay Particles. In Recent Advances in Sustainable Environment (2023) 345-355.
[17] Executive By-Law of Waste Management Law, Organization of Municipalities of the country, Ministry of Interior, Islamic Republic of Iran, (2005).
[19] ASTM Standard Test Methods for Laboratory Compaction Characteristics of Soil Using Standard Effort, D-698, American Society for Testing and Materials, (2012).
[20] ASTM Standard Test Method for Direct Shear Test of Soils Under Consolidated Drained Conditions, D-3080, American Society for Testing and Materials, (2004).
[21] ASTM Standard Test Methods for Measurement of Hydraulic Conductivity of Saturated Porous Materials Using a Flexible Wall Permeameter, D-5084, American Society for Testing and Materials, (2016).
[22] K. H. Head, Manual of soil laboratory testing. Volume 3: effective stress tests (No. Ed. 2), (1998).