[1] J. Arias-Trujillo, A. Matías-Sanchez, B. Cantero, S. López-Querol, “Effect of polymer emulsion on the bearing capacity of aeolian sand under extreme confinement conditions,” Construction and building materials, vol. 236, no. 10, pp. 117473, )2020(. https://doi.org/10.1016/j.conbuildmat.2019.117473
[2] Y. Mohamedzein, A. Al-Hashmi, A. Al-Abri, A. Al-Shereiqi, “Polymers for stabilisation of wahiba dune sands Oman,” Proc. of the institution of civil engineers, Ground improvement, vol. 172, no. 2, pp. 76-84, 2019. http://dx.doi org/10.1680/jgrim.17.00063
[3] P.L. Souza Júnior, O.F. Santos Junior, T.B. Fontoura, O. Freitas Neto, “Drained and undrained behavior of an aeolian sand from Natal Brazil”, Soils and rocks, vol. 43, no. 2, pp. 263-270, (2020). http://dx.doi.org/10.28927/SR.432263
[4] E.S. Abu Seif, “Performance of cement mortar made with fine aggregates of dune sand, Kharga Oasis, Western desert, Egypt: An Experimental Study,” Jordan journal of civil engineering, vol. 7, no. 3, pp. 270–284, (2013).
[5] A. J. Al-Taie, Y. J. Al-Shakarchi, A. A. Mohammed, “Investigation of geotechnical spesifications of sand dune: case study: around Baiji in Iraq”, International journal of advanced research, vol. 14, no. 2, pp. 121-132, 2013.
[6] M. Al-Ansary, M.C. Pöppelreiter, A. Al-Jabry, S.R. Iyengar, “Geological and physiochemical characterization of construction sands in Qatar”, International journal of sustainable built environment, vol. 1, no. 1, pp. 64-84, 2012.
[7] M.G.M. Elipe, S. Lopez-Querol, “Aeolian sands: Characterization, Options of improvement and possible employment in construction– The state-of-the-art”, Construction and building materials, vol. 73, pp. 728–739, (2014).
[8] P.J. Venda Oliveira, M.S. Costa, J.N.P. Costa, M.F. Nobre, “Comparison of the ability of two bacteria to improve the behaviour of a sandy soil”, Journal of materials in civil engineering, vol. 27, no. 1, (2015).
[9] N. Abbasi, M. Mahdieh, “Improvement of geotechnical properties of silty sand soils using natural pozzolan and lime”, International journal of geo-engineering, vol. 9, no. 1, pp. 1-12, (2018). http://dx.doi.org/10.1186/s40703-018-0072-4
[10] P.J. Venda Oliveira, J.A.O. Rosa, “Confined and unconfined behavior of a silty sand improved by the enzymatic biocementation method”, Transportation geotechnics, vol. 24, p. 100400, (2020). http://dx.doi.org/10.1016/jtrgeo.2020.100400
[11] W. Akili, C.L. Monismith, “Permanent deformation characteristics of cement emulsion stabilized sand”, Association of asphalt paving technologists proc, vol. 47, pp. 281–301, (1978).
[12] H. Al-Abdul Wahhab, F. Bayomy, A. Al-Halhouli, “Evaluation of emulsified asphalt-treated sand for low-volume road and road bases”. Fourth international conference on low-volume roads, vol. 2, no. 1106, pp. 71–80, (1998).
[13] S.F.I. Al-Abdullah, “An approach in improving the properties of sand dunes”, Journal of Engineering, vol. 13, pp. 930–939, (2006).
[14] S. Onyejekwe, S. Ghataora, “Soil stabilization using proprietary liquid chemical stabilizers: sulphonated oil and a polymer”, Bulletin of Engineering Geology and the Environment. vol. 74, pp. 651–665, (2015). http://dx.doi.org/10.1007/s10064-014-0667-8
[15] A.R. Zandieh, S.S. Yasrobi, “RETRACTED ARTICLE: Study of factors affecting the compressive strength of sandy soil stabilized with polymer”, Geotechnical and geological engineering, vol. 28, pp. 139–145, (2010). http://dx.doi.org/10.1007/s10706-009-9287-7
[16] Y. Ohama, "Polymer-based admixtures", Cement and concrete composites, vol. 20, no. 1-2, pp. 189-212, (1998). https://doi.org/10.1016/S0958-9465(97)00065-6
[17] R.A. Siddiqi, C.J. Moore, “Polymer stabilization of sandy soil for erosion control”, Transportation research records, vol. 827, pp. 30-34, )1981(
[18] S. Onyejekwe, S. Ghataora, “Stabilization of quarry fines using a polymeric additive and portland cement”, Journal of Materials in Civil EngineeringArchive, vol. 28, no. 1, (2016).
http://dx.doi.org/10.1061/(ASCE)MT.1943-5533.0001324
[19] C. A. Anagnostopoulos, T. T. Papaliangas, “Experimental investigation of epoxy resin and sand mixes”, Journal of geotechanical and geoenvironmental engineering, vol. 138, pp. 841-849, (2012). http://dx.doi.org/10.1061/(ASCE)GT.1943-5606.0000648
[20] S. T. Gilazghi, J. Huang, S. Rezaeimalek, S. Bin-Shafique, “Stabilizing sulfate-rich high plasticity clay with moisture activated polymerization”, Engineering geology, vol. 211, pp. 171-178, (2016). http://dx.doi.org/10.1016/j.enggeo.2016.07.007
[21] A. Al-Khanbashi, S.W. Abdalla, “Evaluation of three waterborne polymers as stabilizers for sandy soil”. Geotechnical and geological engineering, vol. 24, pp. 1603–1625, (2006). http://dx.doi.org/10.1007/s10706-005-4895-3
[22] T. Hata, A. C. Saracho, A. Guharay, S. K. Haigh, “Strength characterization of cohesionless soil treated with cement and polyvinyl alcohol”, Soils and foundations, vol. 62, no. 6, p. 101238, (2020). https://doi.org/10.1016/j.sandf.2022.101238
[23] A.F. Cabalar, M.H. Awraheem, M.M. Khalaf, “Geotechnical properties of a low- plasticity clay with biopolymer”, Journal of material in civil engineering, vol. 30, no. 8, (2018). http://dx.doi.org/10.1061/(ASCE)MT.1943-5533.0002380
[24] W. Huang, C. Zhou, Z. Liu, H. Sun, J. Du, L. Zhang, “Improving soil-water characteristics and pore structure of silty soil using nano-aqueous polymer stabilizers”, KSCE Journal for civil engineering, vol. 25, no. 9, pp. 3298– 3305, (2021). http://dx.doi.org/10.1007/s12205-021-2036-z
[25] G. Tadayonfar, V. Ta Improving the permeability of silty soils using vinyl acetate polymer dayonfar, R. Kazemi, “Improving the permeability of silty soils using vinyl acetate polymer”, First national conference on soil mechanics and foundation engineering, Tehran, 2013, (in Persian).
[26] B. Indraratna, R. Athukorala, J. Vinod, “Estimating the rate of erosion of a silty sand treated with lignosulfonate,” Journal of geotechnical and geoenvironmental engineering, vol. 139, no. 5, pp. 701-714, (2013). https://doi.org/10.1061/(ASCE)GT.1943-5606.0000766
[27] I. Chang, J. Im, G.C. Cho, “Geotechnical engineering behaviors of gellan gum biopolymer treated sand,” Canadian geotechnical journal, vol. 53, no. 10, pp. 1658–1670, (2016). http://dx.doi.org/10.1139/cgj-2015-0475
[28] S. Lee, I. Chang, M.K. Chung, Y. Kim, J. Kee, “Geotechnical shear behavior of Xanthan gum biopolymer treated sand from direct shear testing,” Geomechanics and engineering, vol. 12, no. 5, pp. 831–847, (2017). http://dx.doi.org/10.12989/gae.2017.12.5.831
[29] N. R. Maildrreh, I. Shooshpasha, S. M. Mirhosseini, M. Dehestani, “Effects of reinforcement on mechanical behaviour of cement treated sand using direct shear and triaxial tests”, International journal of geotechnical engineering, vol. 12, no. 5, pp. 491499, (2018). https://doi.org/10.1080/19386362.2017.1298300
[30] M. Khaleghian, and H. Saba, “Investigation of the parameters of clayey sand soils stabilized with lime and polyvinyl acetate nanopolymer”, the second conference on civil engineering, architecture and urban planning in the countries of the Islamic world, Tabriz, 2018, (in Persian).
[31] Z. Hajiannejad, M. Karamati, M. Alinjad, R. Naderi, “Investigation of the shear strength of sand soil of Bandar Anzali reinforced with polyethylene terephthalate” (PET), Amir Kabir civil engineering journal, vol 52, no 12, pp 14-14, 2019, (in Persian).
[32] J. Liu, Z. Song, Y. Lu, Q. Wang, F. Kong, F. Bu, D.P. Kanungo, S. Sun, “Improvement effect of water based organic polymer on the strength properties of fiber glass reinforced sand”, Polymers, vol. 10, no. 8, pp. 836, (2018). https://doi.org/10.3390/polym10080836
[33] A. Zandieh, S. Yasrebi, M. Mortezaei, “Investigation of the effect of humidity on uniaxial samples stabilized with polymer”, The third national engineering congress, 2006, (in Persian).
[34] H. Soltani jigheh, “Behavior of clay-sand mixtures under undrained triaxial conditions”, Ferdowsi civil engineering, vol. 31, no. 20, pp. 113-126, (2018).
[35] A. Janalizadeh, A. Rabiei, M. Absari, “Investigating the effect of adding water-soluble polymer on the mechanical parameters of kaolinite clay”, Second national conference on soil mechanics and earth engineering, 2014, (in Persian).
[36] M. Attom, and A. Al-Tamimi, “Effects of polypropylene fibers on the shear strength of sandy soil”, International journal of geosciences, vol. 1, no. 1, pp. 44-50, (2010).
[37] P. Ahmadi Motlagh, H. Soltani Jigheh, “Investigating the effect of liquid polymer on the undrained behavior of sandy soil using a triaxial device”, Master's thesis, Shahid madani university of Azerbaijan, Faculty of engineering and technology, 2016, (in Persian).
[38] X. Yao, G. Huang, M. Wang, X. Dong, “Mechanical properties and microstructure of PVA fiber reinforced cemented soil,” KSCE Journal of Civil Engineering, vol. 25, pp. 482–491, (2021). http://dx.doi.org/10.1007/s12205-020-0998-x
[39] H. Fatehi, M. Abtahi, H. Hashem Al-Hosseini, “Improving the strength parameters of granular soil using casein biopolymers and carinat sodium salt”, Master's thesis, Isfahan university of technology, Faculty of engineering construction, 2016, (in Persian).
[40] C. Anagnostopoulos, P. Kandiliotis, M. Lola, and S. Karavatos, “Effect of Epoxy Resin Mixtures on the Physical and Mechanical Properties of Sand”, Research journal of applied sciences, Engineering and technology, Vol. 7, no. 17, pp. 3478-3490, (2014). http://dx.doi.org/10.19026/rjaset.7.700
