[1] Naeini, S.A., Naderinia, B. and Izadi, E. (2012). Unconfined compressive strength of clayey soils stabilized with waterborne polymer. KSCE Journal of Civil Engineering, 16 (6), 943-949.
[2] Basha, E.A., Hashim, R., Mahmud, H.B. and Muntohar, A.S. (2005) Stabilization of residual soil with rice husk ash and cement. Construction and Building Materials, 19 (6), 448-453.
[4] Yin, C.-Y., Mahmud, H.B. and Shaaban, M.G. (2006). Stabilization/solidification of lead-contaminated soil using cement and rice husk ash. Journal of Hazardous Materials, 137 (3), 1758-1764.
[5] Dash, S.K. and Hussain, M. (2012). Lime stabilization of soils: reappraisal. Journal of Materials in Civil Engineering, 24 (6), 707-714.
[6] Kalantari, B. and Huat, B.B.K. (2008). Peat soil stabilization, using ordinary portland cement, polypropylene fibers, and air curing technique. Electronic Journal of Geotechnical Engineering, 13, 1-13.
[7] Nguyen, M.-D., Le, A.-T., Nguyen, T.-A, Thach, N.-T. and Phan, T.-K. (2020). The Influence of Water Content and Compaction on the Unconfined Compression Strength of Cement Treated Clay. 2020 5th International Conference on Green Technology and Sustainable Development (GTSD), 175-179.
[8] Sariosseiri, F. and Muhunthan, B. (2009). Effect of cement treatment on geotechnical properties of some Washington State soils. Engineering Geology, 104 (1–2), 119-125.
[10] Asgari, M.R. , Dezfuli, A.B. and Bayat, M. (2015). Experimental study on stabilization of a low plasticity clayey soil with cement/lime. Arabian Journal of Geoscience, 8 (3), 1439-1452.
[11] Khattak, M.J. and Alrashidi, M. (2006). Durability and mechanistic characteristics of fiber reinforced soil–cement mixtures. Int. Journal of Pavement Engineering, 7 (1), 53-62.
[12] Maslehuddin, M., Al-Zahrani, M.M., Ibrahim, M., Al-Mehthel, M.H. and Al-Idi, S.H. (2007). Effect of chloride concentration in soil on reinforcement corrosion. Construction and Building Materials, 21 (8), 1825-1832.
[13] Agrawal, B.J. (2011). Geotextile: It’s application to civil engineering–overview. In: National Conference on Recent Trends in Engineering & Technology, 2011, Gujarat, India, pp. 1-6.
[14] Söylemez, M. and Arslan, S. (2020). "Experimental investigation of influence of clay in soil on interface friction between geotextile and clayey soil." Arabian Journal of Geosciences 13(10): 342.
[15] Rashidian, V., Naeini, S.A. and Mirzakhanlari, M. (2018). "Laboratory testing and numerical modelling on bearing capacity of geotextile-reinforced granular soils." International Journal of Geotechnical Engineering 12(3): 241-251.
[16] Nguyen, M.D., Yang, K.H., Lee, S.H., Wu, C.S. and Tsai, M.H. (2013). Behavior of nonwoven-geotextile-reinforced sand and mobilization of reinforcement strain under triaxial compression. Geosynthetics International, 20 (3), 207-225.
[17] Abdelkader, B., Arab, A., Sadek, M. and Shahrour, I. (2018). Laboratory investigation of the influence of geotextile on the stress–strain and volumetric change behavior of sand. Geotechnical and Geological Engineering, 36 (4), 2077-2085.
[18] Rezvani, R. (2020). Shearing response of geotextile-reinforced calcareous soils using monotonic triaxial tests. Marine Georesources and Geotechnology, 38 (2), 238-249.
[19] Negi, M.S. and Singh, S.K. (2021). "Experimental and numerical studies on geotextile reinforced subgrade soil." International Journal of Geotechnical Engineering 15(9): 1106-1117.
[20] Tseng, S.-C., Yang, K.-H., Tsai, Y.-K. and Teng, F.-C. (2022) Investigation of the blast-resistance performance of geotextile-reinforced soil. Geosynthetics International 0(0): 1-18.
[21] Latha, G.M. and Murthy, V.S. (2007). Effects of reinforcement form on the behavior of geosynthetic reinforced sand. Geotextiles and Geomembranes, 25 (1), pp. 23-32.
[22] Chen, X., Zhang, J. and Li, Z. (2014). Shear behaviour of a geogrid-reinforced coarse-grained soil based on large-scale triaxial tests. Geotextiles and Geomembranes, 42 (4), 312-328.
[23] Noorzad R. and Mirmoradi, S.H. (2010). Laboratory evaluation of the behavior of a geotextile reinforced clay. Geotextiles and Geomembranes, 28 (4), 386-392.
[24] Shooshpasha, I. and Nejati Namin, H. (2020). An Experimental Study on the Combined Effect of Reinforcement and Stabilization on the Shear Behavior of Babolsar Sand. Journal of Civil and Environmental Engineering 49.4(97): 83-91.
[25] Yang, K.-H., Nguyen, M. D., Yalew, W. M., Liu, C.-N. and Gupta, R. (2016). Behavior of geotextile-reinforced clay in consolidated-undrained tests: reinterpretation of porewater pressure parameters. Journal of GeoEngineering 11(2): 45-57.
[26] Nguyen, M.-D., Yang, K.-H. and Yalew, W. M. (2020). Compaction behavior of nonwoven geotextile-reinforced clay. Geosynthetics International 27(1): 16-33.
[27] Kutanaei S.S., Choobbasti A.J. (2016). Triaxial behavior of fiber-reinforced cemented sand. Journal of Adhesion Science and Technology, 30, 6, 579-593.
[28] Jayawardane, V.S., Anggraini, V., Li-Shen, A.T., Paul, S.C. and Nimbalkar, S. (2020). Strength Enhancement of Geotextile-Reinforced Fly-Ash-Based Geopolymer Stabilized Residual Soil. International Journal of Geosynthetics and Ground Engineering, 6 (40), 1-15.
[29] Tang, C., Shi, B., Gao, W., Chen, F. and Cai, Y. (2007). Strength and mechanical behavior of short polypropylene fiber reinforced and cement stabilized clayey soil. Geotextiles and Geomembranes, 25 (3), 194-202.
[30] Changizi, F. and Haddad, A. (2015). Strength properties of soft clay treated with mixture of nano-SiO2 and recycled polyester fiber. Journal of Rock Mechanics and Geotechnical Engineering, 7 (4), 367-378.
[32] Mitchell, J.K. and Soga, K. (2005). Fundamentals of Soil Behavior. 3rd Edition John Wiley & Sons, Hoboken, NJ, May, 577 pp.