Abbasi, N., Oveisiha, M. and Movahedan, M. (2013). Effect of Pore Water Salinity on Compaction and Compressibility of Clayey Soils. Journal of Agricultural Engineering Research, 14(3), 67-82. (In Farsi)
Abood, T. T., Kasa, A. B. and Chik, Z. B. (2007). Stabilisation of silty clay soil using chloride compounds. Journal of engineering science and technology, 2, 102-110.
Abedi Koopaei, J., Soltanian, S. and
Gheisari. M. (2015). Effect of Polypropylene Fibers on the Mechanical Properties of Gypsiferous Soils.
Iranian journal of soil and water research, 46(2), 245-253. (In Farsi)
Abu-Farsakh, M., Dhakal, S. and Chen, Q. (2015). Laboratory characterization of cementitiously treated/stabilized very weak subgrade soil under cyclic loading. Soils and Foundations, 55(3), 504-516.
Ahadian, J., Salemnia, A. and Karimi, M. (2012). The effect of compaction test component on development of stress-strain in the clay soil in comparison to clay- sand soil. Journal of water and soil resources conservation, 1(2), 29-50. (In Farsi)
ASTM D 698 (2017). Standard Test Methods for Laboratory Compaction Characteristics of Soil Using Standard Effort (12,400 ft-lbf/ft3 (600 kN-m/m3)).
ASTM D 4318 (2017). Standard Test Methods for Liquid Limit, Plastic Limit, and Plasticity Index of Soils.
ASTM D 854 (2017). Standard Test Methods for Specific Gravity of Soil Solids by Water Pycnometer.
ASTM D 2166 (2017). Standard Test Method for Unconfined Compressive Strength of Cohesive Soil.
Beer, F. P., Russell Johnston. E., De Wolf, J. T., Mazurek, D. F., (2011). Mechanics of Materials (6th ed.). McGraw-Hill.
Behnood, A. (2018). Soil and clay stabilization with calcium- and non-calcium-based additives: A state-of-the-art review of challenges, approaches and techniques. Transportation Geotechniques, 17(Part A), 14-32.
Bowles J. (1992). Engineering properties of soils and their measurement (4th ed.). McGraw-Hill.
Cabane, N., Nectoux, P., Gaudon, P. and Fouletier, M. (2005). Contribution to study of sulphur damages on treated soils. Proceedings of 2nd International Symposium of Treatment and Recycling of Materials for Transport Infrastructure TREMTI, Paris, France, Paper No. C013.
Casey, B., Germaine, J.T. and Fahy, B.P. (2017). Effects of Salinity on the Compression and Shear Behavior of Offshore Gulf of Mexico Sediments. In Geotechnical Frontiers 2017 (pp. 306-316).
Daryaee, M. and Kashefipour, S.M. (2011). Investigation of the Effect of Adding Soft Sand and Lime on Strength Properties of Clay Soils. Journal of Water and Soil. 25(2), 230-239. (In Farsi)
Deng, Y., Wu, Z., Cui, Y., Liu, S. and Wang, Q. (2016). Sand fraction effect on hydro-mechanical behavior of sand-clay mixture. Applied Clay Science, 135, 355-361.
Fatahi, B., Khabbaz, H. and Basack, S. (2011). Effects of salinity and sand content on liquid limit and hydraulic conductivity. Australian Geomechanics Journal, 46 (1), 67-76.
Galán-Marín, C., Rivera-Gómez, C. and Petric, J. (2010). Clay-based composite stabilized with natural polymer and fibre. Construction and Building Materials, 24(8), 1462-1468.
Greene, R.S.B., Rengasamy, P., Ford, G.W., Chartres, C.J. and Millar, J.J. (1988). The effect of sodium and calcium on physical properties and micromorphology of two red‐brown earth soils. Journal of Soil Science, 39(4), 639-648.
Katebi, H. (2007). The Use of Lime and Sand in Stabilisation of Calcareous Soils. Journal of Faculty of Engineering, 33(3), (Civil Eng.), 65-70. (In Farsi).
Khalilzadeh Vahidi. E. and Moradi, N. (2016). Experimental investigation on compressive strength of cement mortar using nano clay and flay ash. Journal of structural and construction engineering, 3(1), 38-48. (In Farsi).
Khamechian, M., Rahimi, H. and Soloki, H. (2000). Studies on dispersive soils in relation to geological conditions of Khuzestan Province. Geosciences, 9(35-36), 44-59 (In Farsi).
Kumar, A., Walia, B.S. and Bajaj, A. (2007). Influence of fly ash, lime, and polyester fibers on compaction and strength properties of expansive soil. Journal of materials in civil engineering, 19(3), 242-248.
Kyei‐Baffour, N., Rycroft, D.W. and Tanton, T.W. (2004). The impacts of sodicity on soil strength. Irrigation and Drainage, 53(1), 77-85.
Latifi, N., Horpibulsuk, S., Meehan, C. L., Abd Majid, M. Z., Tahir, M. M. and Mohamad, E. T. (2016a). Improvement of problematic soils with biopolymer—An environmentally friendly soil stabilizer. Journal of Materials in Civil Engineering, 29 (2), 04016204.
Latifi, N., Meehan, C. L., Abd Majid, M. Z. and Horpibulsuk, S. (2016b). Strengthening montmorillonitic and kaolinitic clays using a calcium-based non-traditional additive: A micro-level study. Applied Clay Science, 132, 182-193.
Marto, A., Latifi, N. and Eisazadeh, A. (2014). Effect of non-traditional additives on engineering and microstructural characteristics of laterite soil. Arabian Journal for Science and Engineering, 39(10), 6949-6958.
Modmoltin, C. and Voottipruex, P. (2009). Influence of salts on strength of cement-treated clays. In: Proceedings of the Institution of Civil Engineers-Ground Improvement, 162(1), pp.15-26.
Mohd Yunus, N. Z., Wanatowski, D. and Stace. L. R. (2012). Effectiveness of Chloride Salts on the Behaviour of Lime-Stabilised Organic Clay. International Journal of GEOMATE, 3(2), (Sl. No. 6), 407- 412.
Panahi, G. and Khodashenas, S.R. (2017). Evaluating Methods for Increasing the Stability Earth slop's in Irrigation Channels. Iranian Journal of Irrigation and Drainage, 3(11), 424-434.
Pourakbar, S. and Huat, B. K. (2017). A review of alternatives traditional cementitious binders for engineering improvement of soils. International Journal of Geotechnical Engineering, 11(2), 206-216.
Sagastume Gutierrez, A., Van Caneghem, J.,
Cogollos. J. and Vandecasteele, C. (2012). Evaluation of the environmental performance of lime production in Cuba.
Journal of Cleaner Production, 31, 126-136.
Sagastume Gutierrez, A., Cabello Eras, J. J., Gaviria, C. A., Van Caneghem, J. and Vandecasteele, C. (2017). Improved selection of the functional unit in environmental impact assessment of cement. Journal of Cleaner Production, 168, 463-473.
Salamatpoor, S. and Salamatpoor, S. (2017). Evaluation of adding crushed glass to different combinations of cement-stabilized sand. Geo-Engineering, 8, 8.
Sani, J.E., Etim, R.K. and Joseph, A. (2019). Compaction Behaviour of Lateritic Soil–Calcium Chloride Mixtures. Geotechnical and Geological Engineering, 37(4), 2343-2362.
Sharmila, S.M.R., Narayanan, K.S. and Arun, S. (2019). Experimental investigation of soil reinforced with human hair fibre and chloride compounds. Engineering Research Express, 1(1), p.015017.
Teerawattanasuk, C. and Voottipruex, P. (2019). Comparison between cement and fly ash geopolymer for stabilized marginal lateritic soil as road material. International Journal of Pavement Engineering, 20(11), 1264-1274.
Van Paassen, L.A. and Gareau, L.F. (2004). Effect of pore fluid salinity on compressibility and shear strength development of clayey soils. In R. Hack.,R. Azzam. and R. Charlier (Eds.), Engineering geology for infrastructure planning in Europe, A European Perspective. (pp. 327-340). Berlin, Heidelberg, Springer.
Wagner, J. F. (2013). Mechanical Properties of Clays and Clay Minerals, In F. Bergaya, and G. Lagaly, (Eds), Developments in Clay Science (Vol 5), (pp 347-381), Elsevier.
Yin, J., Hu, M.M., Xu, G.Z., Han, W.X. and Miao, Y.H., (2019). Effect of salinity on rheological and strength properties of cement-stabilized clay minerals. Marine Georesources and Geotechnology, 1-10.
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