[1] O. Andersland, Shear strength of kaolinite/fiber soil mixture, in: Proc. of the 1st Int. Conf. on Soil Reinforcement, 1979.
[2] D.H. Gray, H. Ohashi, Mechanics of Fiber Reinforcement in Sand, Journal of Geotechnical Engineering, 109(3) (1983) 335-353.
[3] M. H. Maher, Y.-C. Ho, Mechanical Properties of Kaolinite/Fiber Soil Composite, 1994.
[4] Y. Wang Utilization of Recycled Carpet Waste Fibers for Reinforcement of Concrete and Soil AU - Wang, Youjiang, Polymer-Plastics Technology and Engineering, 38(3) (1999) 533-546.
[5] T. Park, S.A. Tan, Enhanced performance of reinforced soil walls by the inclusion of short fiber, Geotextiles and Geomembranes, 23(4) (2005) 348-361.
[6] C. Tang, B. Shi, W. Gao, F. Chen, Y. Cai, Strength and mechanical behavior of short polypropylene fiber reinforced and cement stabilized clayey soil, Geotextiles and Geomembranes, 25(3) (2007) 194-202.
[7] S. Akbulut, S. Arasan, E. Kalkan, Modification of clayey soils using scrap tire rubber and synthetic fibers, Applied Clay Science, 38(1-2) (2007) 23-32.
[8] N.C. Consoli, M.A. Vendruscolo, A. Fonini, F. Dalla Rosa, Fiber reinforcement effects on sand considering a wide cementation range, Geotextiles and Geomembranes, 27(3) (2009) 196-203.
[9] J. Li, D. Ding, Nonlinear elastic behavior of fiberreinforced soil under cyclic loading, Soil Dynamics and Earthquake Engineering, 22(9-12) (2002) 977-983.
[10] N.C. Consoli, J.P. Montardo, P.D.M. Prietto, G.S. Pasa, Engineering behavior of a sand reinforced with plastic waste, Journal of Geotechnical and Geoenvironmental Engineering, 128(6) (2002) 462-472.
[11] G.S. Babu, S.K. Chouksey, Stress–strain response of plastic waste mixed soil, Waste management, 31(3) (2011) 481-488.
[12] A.m. Azhdarpour, M.r. Nicodel, d. Mohammadi, The effect of increasing polyethylene terephthalate (PET) polymer chips on the engineering properties of sandy and clay soils, in: 7th Iranian Conference on Engineering Geology and Environment, Shahroud University of Technology, 2011.
[13] S. Simnegar, Gh. Kamali, Laboratory study of sand reinforcement with polyethylene terephthalate (PET) waste plastic fibers, in: Sixth National Congress of Civil Engineering, Semnan University, 2011.]
[14] R. Acharyya, A. Lahiri, S. Mukherjee, P. Raghu, IMPROVEMENT OF UNDRAINED SHEAR STRENGTH OF CLAYEY SOIL WITH PET BOTTLE STRIPS, (2013).
[15] E. Botero-Jaramillo, A. Ossa, G. Sherwell, E. OvandoShelley, Stress–strain behavior of a silty soil reinforced with polyethylene terephthalate (PET), 2015.
[16] A. Patil, Experimental review for utilisation of waste plastic bottles in soil improvement techniques, Int. J. Eng. Res. Appl, 6(8) (2016) 25-31.
[17] N. Malidarreh, I. Shooshpasha, S. Mirhosseini, M. Dehestani, Effects of reinforcement on mechanical behaviour of cement treated sand using direct shear and triaxial tests, International Journal of Geotechnical Engineering, 12(5) (2018) 491-499.
[18] G. Di Emidio, J. Meeusen, D. Snoeck, R.V. Flores, Enhanced Sustainable Soils: A Review, in: The International Congress on Environmental Geotechnics, Springer, 2018, pp. 515-522.
[19] S. El-Badawy, Soil Reinforcement Using Recycled Plastic Waste for Sustainable Pavements, in: Sustainable Solutions for Railways and Transportation Engineering: Proceedings of the 2nd GeoMEast International Congress and Exhibition on Sustainable Civil Infrastructures, Egypt 2018–The Official International Congress of the SoilStructure Interaction Group in Egypt (SSIGE), Springer, 2018, pp. 7.
[20] S. Peddaiah, A. Burman, S. Sreedeep, Experimental Study on Effect of Waste Plastic Bottle Strips in Soil Improvement, Geotechnical and Geological Engineering, 36(5) (2018) 2907-2920.
[21] D.P. Zeccos, Evaluation of static and dynamic properties of municipal solid-waste, University of California, Berkeley, 2005.
[22] A.K. Sahu, I. Shankar, Load-Carrying Capacity of Stone Column Encased with Geotextile.