-

Abdullah, W.S., Al-zouʹbi, M.S., Alshibli, K.A., 1997. On the physicochemical aspects of compacted clay compressibility. Canadian Geotechnical Journal 34(4): 551-559.##
Abood, T.T., Bin Kasa, A., Bin Chik, Z., 2007. Stabilization of silty clay soil using chloride compounds. Journal of Engineering Science and Technology, 2(1): 102-110.##
Abu Zeid, M.M., Abd El-Aal, A.k., 2017. Effect of salinity of groundwater on the geotechnical properties of some Egyptian clay. Egyptian Journal of Petroleum 26: 643-648.##
Ajalloeian, R., Mansouri, H., Sadeghpour, A.H., 2013. Effect of saline water on geotechnical properties of fine-grained soil. Electronic Journal of Geotechnical Engineering, 18: 1419-1434.##
Akbari Garakani, A., Haeri, S.M., Yazdani Cherati, D., Ahmadi Givi, F., Kabiri Tadi, M., Hashemi, A.H., Chiti, N., Qahremani, F., 2018. Effect of road salts on the hydro-mechanical behavior of unsaturated collapsible. Transportation Geotechnics, 17: 77-90.##
Arumairaj, P.D., & Sivajothi, A., 2011. Effect of seawater on expansive soils. Electronic Journal of Geotechnical Engineering, 15: 425-438.##
ASTM, 2017. Standard test methods for liquid limit, plastic limit, and plasticity index of soils, ASTM standard D 4318. American Society for Testing and Materials, West Conshohocken. ASTM, 2012. Standard test methods for laboratory compaction characteristics of soil using standard effort, ASTM standard D 698. American Society for Testing and Materials, West Conshohocken.##
ASTM, 2007. Standard test methods for specific gravity of soil solids by water pycnometer, ASTM standard D 854. American Society for Testing and Materials, West Conshohocken.##
ASTM, 2011. Standard practice for classification of soils for engineering purpose (Unified Soil Classification System), ASTM standard D 2487. American Society for Testing and Materials, West Conshohocken. ASTM, 2014. Standard test method for California bearing ratio (CBR) of laboratory-compacted soils,##
ASTM standard D 1883. American Society for Testing and Materials, West Conshohocken.##
ASTM, 2006. Standard test method for unconfined compressive strength of cohesive soil, ASTM standard D 2166. American Society for Testing and Materials, West Conshohocken.##
ASTM, 2007. Standard test method for Particle-size analysis of soils, ASTM standard D 422. American Society for Testing and Materials, West Conshohocken.##
Bell, F.G., 1993. Engineering treatment of soils. E & FN Spon, London, UH.##
Bowles, J.E., 1992. Engineering properties of soils and their measurement. McGraw-Hill, Inc.##
Chai, J., Negami, T., Aiga, K., & Hino, T., 2016. Effect of pore water chemistry on anisotropic behavior of clayey soil and possible application in underground construction. Underground Space, 1: 114-123.##
Chaudhari, S.K., 2001. Saturated hydraulic conductivity, dispersion, swelling, and exchangeable sodium percentage of different textured soils as influenced by water salinity. Communications in Soil Science and Plant Analysis, 32(15-16): 2439-2445.##
Chen, J., Anadarajah, A., 1998. Influence of pore fluid composition on volume of sediments in kaolinite suspensions. Clays and Clay Minerals, 46(2): 145-152.##
Dafalla, M.A., 2013. Effects of clay and moisture content on direct shear tests for clay–sand mixtures. Advances in Materials Science and Engineering, 2013: 1-8.##
Deng. Y.F., Yue, X.B., Cui, Y.J., Shao, G.H., Liu, S.Y., & Zhang, D.W., 2014. Effect of pore water chemistry on the hydro- mechanical behavior of Lianyungang soft marine clay. Applied Clay Science, 95: 167-175. Geopersia 2022, 12(2): 353-368 367##
Di Maio, C., 1996. Exposure of bentonite to salt solution: osmotic and mechanical effects. Geotechnique, 46(4): 695-707.##
Frydman, S., Ravina, I., Ehrenreich, T., 1978. Stabilization of heavy clay with potassium chloride. Geotechnical Engineering, 8: 95-108.##
Gajo, A., Maines, M., 2007. Mechanical effects of aqueous solution of inorganic acids and bases on a natural active clay. Geotechnique, 57(8): 687-699.##
Ghosh, R., 2013. Effect of soil moisture in the analysis of undrained shear strength of compacted clayey soil. Journal of Civil Engineering and Construction Technology, 4(1): 23-31.##
Gleason, M.H., Daniel, D.E., Eykholt, G.R., 1997. Calcium and sodium bentonite for hydraulic containment applications. Journal of Geotechnical and Geoenvironmental Engineering, 123(5): 438- 445.##
Hausmann, M.R., 1990. Engineering principles of ground modification. McGraw-Hill, Inc. Ismeik, M., Ashteyat, A.M., Ramadan, K.Z., 2013. Stabilization of fine-grained soils with saline water. European Journal of Environmental and Civil Engineering, 17(1): 32-45.##
Kim, D., Nam, B.H., Youn, H., 2018. Effect of clay content on the shear strength of clay-sand mixture. International Journal of Geo-Engineering, 9(19): 1-12.##
Li, M., Chai, S., Du, H., Wang, C., 2016. Effect of chlorine salt on the physical and mechanical properties of inshore saline soil treated with lime. Soils and Foundations, 56(3): 327-335.##
Mansour, Z.M., Taha, M.R., Chik, Z., 2008. Fresh-brine water effect on the basic engineering properties of Lisan Marl-Dead Sea- Jordan. Journal of Applied Sciences, 8(20): 3603-3611.##
Mansouri, H., Jorkesh, Z., Ajalloeian, R., Sadeghpour, A.M., 2017. Investigation effects of water salinity on geotechnical properties of fine-grained soil and quartz in a sandstone case study: Ajichay project in northwest Iran. Bulletin of Engineering Geology and the Environment, 76: 1117-1128.##
Mesri, G., Olson, R.E., 1971. Mechanisms controlling the permeability of clays. Clays and Clay Minerals, 19(3): 151-158.##
Messad, A., Moussai, B., 2015. Effect of water salinity on Atterberg limits of El-Honda sabkha soil. Bulletin of Engineering Geology and the Environment, 75(1): 301-309.##
Mishra, A.K., Ohtsubo, M., Li, L., Higashi, T., 2005. Effect of salt concentration on the permeability and compressibility of soil-bentonite mixture. Journal of the Faculty of Agriculture, Kyushu University, 50(2): 837-849.##
Mitchell, J.K., Soga, K., 2005. Fundamentals of soil behavior. John Wiley & Sons, Inc. Modmoltin, C., Voottipruex, P., 2009. Influence of salts on strength of cement-treated clays. Proceedings of the Institution of Civil Engineers - Ground Improvement, 162(1): 15-26.##
Nagaraj, H.B., Suresh, M.R., 2018. Influence of clay mineralogy on the relationship of CBR of finegrained soils with their index and engineering properties. Transportation Geotechnics, 15: 29-38.##
Nagaraj, H. B., Sridharan, A., Mallikarjuna, H. M., 2012. Re-examination of undrained strength at Atterberg limits water contents. Geotechnical and Geological Engineering, 30(4): 727-736.##
Nicholson, P.G., 2015. Soil improvement and ground modification methods. Butterworth-Heinemann, Oxford, UK.
Ören, A.H., Kaya, A., 2003. Some engineering aspects of homoionized mixed clay minerals. Environmental Monitoring and Assessment, 84: 85-98.##
Otoko, G.R., Nwawuike, P., 2014. Soil improvement potential of the Oyorokoto saltwater. European International Journal of Science and Technology, 3(4): 61-68.##
Pandian, N.S., Nagaraj, T.S., Babu, G.L.S., 1991. Effect of drying on the engineering behavior of Cochin marine clay. Geotechnique, 4: 143-147.##
Polidori, E., 2007. Relationship between the Atterberg limits and clay content. Soils and Foundations, 47(5): 887-896.##
Rao, S.M., Sridharan, A., Chandrakaran, S., 1989. Influence of drying on the liquid limit behavior of a marine clay. Geotechnique, 39: 715-719.##
Rayma, H.N., Umesha, T.S., Lalithamba, H.S., 2018. Effect of sodium chloride on geotechnical properties of black cotton soil. Journal of Materials Science and Nanotechnology, 6(3): 302-311.##
Schmitz, R.M., Schroeder, C., Charlier, R., 2004. Chemo-mechanical interactions in clay: A correlation between clay mineralogy and Atterberg limits. Applied Clay Science, 26(1-4): 351-358.##
Shariatmadari, N., Salami, M., Fard, M.K., 2011. Effect of inorganic salt solution on some geotechnical properties of soil-bentonite mixture as barriers. International Journal of Civil Engineering, 9: 103-110. ##
Sharma, H.D., Lewis, S.P., 1994. Waste contaminant systems, waste stabilization, and landfill: Design and evaluation. John Wiley & Sons, New York.##
Slowinski, E.J., Masterton, W.L., 1990. Qualitative analysis and the properties of ions in aqueous solution. Brooks/Cole, Belmont.##
Song, M.M., Zeng, L.L., Hong, Z.Z., 2017. Pore fluid salinity effects on physicochemical-compressive behavior of reconstituted marine clays. Applied Clay Science, 146: 270-277.##
Spangler, M.G., Handy, R.L., 1982. Soil engineering. Harper and Row Publishers, New York. Sridharan, A., El-Shafei, A., Miura, N., 2002. Mechanisms controlling the undrained strength behavior of remolded Ariake clays. Marine Georesources & Geotechnolog, 20: 21-50.##
Sridharan, A., Prakash, K., 1999. Mechanisms controlling the undrained shear strength behavior of clays. Canadian Geotechnical Journal, 36(6): 1030-1038.##
Stipho, A.S., 1985. On the engineering properties of salina soil. Quarterly Journal of Engineering Geology and Hydrogeology, 18: 129-137.##
Wood, K.B., Berry, D.S., Goetz, W.H., 1960. Highway engineering handbook, McGraw-Hill, Inc. Ueda, T., Matsushima, T., Yamada, Y., 2011. Effect of particle size ratio and volume fraction on shear strength of binary granular mixture. Granular Matter, 13(6): 731–742.##
Wright, P.H., Dixon, K.K., 2004. Highway engineering. John Wiley & Sons, New York. Yukselen-Aksoy, Y., Kaya, A., Ören, A.H., 2008. Seawater effect on consistency limits and compressibility of clays. Engineering Geology: 102: 54-61.##
Zhang, L., Sun, D., Jia, D., 2016. Shear strength of GMZ07 bentonite and its mixture with sand saturated with saline solution. Applied Clay Science, 132-133: 24-32.##