References
1. Tang, C., Shi, B., Gao, W., Chen, F., and Cai, Y.\Strength and mechanical behavior of short polypropyleneber reinforced and cement stabilized clayey soil",Geotextiles and Geomembranes, 25(3), pp. 194{202(2007).2. Bendjillali, K. and Chemrouk, M. \Eciency of plasticbres waste on the physico-mechanical properties ofmortars in hot-dry conditions", International Journalof Natural Sciences Research, 4(4), pp. 75{82 (2016).3. Hejazi, S.M., Sheikhzadeh, M., Abtahi, S.M., andZadhoush, A. \A simple review of soil reinforcementby using natural and synthetic bers", Constructionand Building Materials, 30, pp. 100{116 (2012).4. Mirzababaei, M., Arulrajah, A., Haque, A., Nimbalkar,S., and Mohajerani, A. \Eect of ber reinforcementon shear strength and void ratio of softclay", Geosynthetics International, 25(4), pp. 471{480(2018).5. Choudhary, A.K., Jha, J.N., and Gill, K.S. \Utilizationof plastic wastes for improving the sub-grades in
exiblepavements", In Paving Materials and PavementAnalysis, pp. 320{326 (2010).6. Eweed, K.M., Ebrahim, Y.K., and Ali, R.S. \Eectingthe addition of the plastic waste and rubber on the constructionsmaterials properties", In IOP ConferenceSeries: Materials Science and Engineering, 454(1),012151 (2018).7. Abbaspour, M., Narani, S.S., Aaki, E., and Nejad,F.M. \Behavior of a subgrade soil reinforced by wastetire textile bers under static and cyclic loading",Journal of Materials in Civil Engineering, 32(8),04020208 (2020).8. Abbaspour, M., Narani, S.S., Aaki, E., Moghadas Nejad,F., and Mir Mohammad Hosseini, S.M. \Strengthand swelling properties of a Waste Tire Textile Fiber(WTTF)-reinforced expansive soil", Geosynthetics International,pp. 1{14 (2020).9. Narani, S.S., Abbaspour, M., Hosseini, S.M.M., A
aki,E., and Nejad, F.M. \Sustainable reuse of Waste TireTextile Fibers (WTTFs) as reinforcement materialsfor expansive soils: With a special focus on landllliners/covers", Journal of Cleaner Production, 247,119151 (2020).10. Foose, G.J., Benson, C.H., and Bosscher, P.J. \Sandreinforced with Engineering (ASCE), 122(9), pp. 760{767 (1996).11. Zornberg, J.G., Cabral, A.R., and Viratjandr, C.\Behaviour of tire shred-sand mixtures", CanadianGeotechnical Journal, 41(2), pp. 227{241 (2004).12. Ghazavi, M. \Shear strength characteristics of sandmixedwith granular rubber", Geotechnical and GeologicalEngineering, 22(3), pp. 401{416 (2004).13. Mashiri, M.S., Vinod, J.S., Sheikh, M.N., and Tsang,H.H. \Shear strength and dilatancy behaviour of sandtyrechip mixtures", Soils and Foundations, 55(3), pp.517{528 (2015).14. Indraratna, B., Sun, Q., and Grant, J. \Behaviourof subballast reinforced with used tyre and potentialapplication in rail tracks", Transportation Geotechnics,12, pp. 26{36 (2017).15. Narani, S.S., Abbaspour, M., Hosseini, S.M.M., andNejad, F.M. \Long-term dynamic behavior of a sandysubgrade reinforced by Waste Tire Textile Fibers(WTTFs)", Transportation Geotechnics, 24, 1003752020).16. Soltani, A., Deng, A., Taheri, A., Mirzababaei, M.,and Nikraz, H. \Interfacial shear strength of rubberreinfordclays: A dimensional analysis perspective",Geosynthetics International, 26(2), pp. 164{183(2019).
17. Abbaspour, M., Aaki, E., and Nejad, F.M. \Reuse ofwaste tire textile bers as soil reinforcement", Journalof Cleaner Production, 207, pp. 1059{1071 (2019).18. Yadav, J.S. and Tiwari, S.K. \Eect of waste rubberbres on the geotechnical properties of clay stablizedwith cement", Applied Clay Science, 149, pp. 97{110(2017).19. Benson, C.H. and Khire, M.V. \Reinforcing sand withstrips of reclaimed high-density polyethylene", Journalof Geotechnical Engineering (ASCE), 120(5), pp. 838{855 (1994).20. Consoli, N.C., Montardo, J.P., Prietto, P.D.M., andPasa, G.S. \Engineering behavior of a sand reinforcedwith plastic waste", Journal of Geotechnical andGeoenvironmental Engineering (ASCE), 128(6), pp.462{472 (2002).
21. Kim, Y.T., Kim, H.J., and Lee, G.H. \Mechanicalbehavior of lightweight soil reinforced with waste
shing net", Geotextiles and Geomembranes, 26, pp.512{518 (2008).22. Babu, G.S. and Chouksey, S.K.. \Stress-strain response
of plastic waste mixed soil", Waste Management,31, pp. 481{488 (2011).1222 B. Ta'negonbadi et al./Scientia Iranica, Transactions A: Civil Engineering 28 (2021) 1212{1222
23. Muntohar, A.S., Widianti, A., Hartono, E., and Diana,W. \Engineering properties of silty soil stabilized withlime and rice rusk ash and reinforced with waste plasticber", Journal of Materials in Civil Engineering(ASCE), 25(9), pp. 1260{1270 (2013).24. ASTM D-422, Standard Test Method for Particle-sizeAnalysis of Soils, Annual Book of ASTM Standards,USA (2007).25. ASTM D-2487, Standard Practice for Classication ofSoils for Engineering Purposes (Unied Soil ClassicationSystem), Annual Book of ASTM Standards, USA(2017).26. ASTM D-854, Standard Test Methods for SpecicGravity of Soil Solids by Water Pycnometer, AnnualBook of ASTM Standards, USA (2014).27. ASTM D-4254, Standard Test Methods For MinimumIndex Density and Unit Weight of Soils and Calculationof Relative Density, Annual Book of ASTMStandards, USA (2016).28. ASTM D-4253, Standard Test Methods For MaximumIndex Density and Unit Weight of Soils Using aVibratory Table, Annual Book of ASTM Standards,USA (2016).29. Noorzad, R. and Amini, P.F. \Liquefaction resistanceof Babolsar sand reinforced with randomly distributedbers under cyclic loading", Soil Dynamics and EarthquakeEngineering, 66, pp. 281{292 (2014).
30. Baldi, G., Hight, D.W., and Thomas, G.E. \State-ofthe-art paper: a reevaluation of conventional triaxialtest methods", In Advanced Triaxial Testing of Soiland Rock, ASTM International (1988).31. Lambe, T.W. and Whitman, R.V., Soil Mechanics SIVersion, John Wiley and Sons, New York (2008).32. Haeri, S.M., Noorzad, R., and Oskoorouchi, A.M.\Eect of geotextile reinforcement on the mechanicalbehavior of sand", Geotextiles and Geomembranes,18(6), pp. 385{402 (2000).33. Noorzad, R. and Raveshi, M. \Mechanical behaviorof waste tire crumbs-sand mixtures determined by triaxialtests", Geotechnical and Geological Engineering,35(4), pp. 1793{1802 (2017).34. Head, K.H., Manual of Soil Laboratory Testing, 3,Pentech Press, London (1986).35. Baldi, G. and Nova, R. \Membrane penetration eectsin triaxial testing", Journal of Geotechnical engineering,
110(3), pp. 403{420 (1984).36. Anagnostopoulos, C.A., Papaliangas, T.T., Konstantinidis,D., and Patronis, C. \Shear strength of sandsreinforced with polypropylene bers", Geotechnicaland Geological Engineering, 31(2), pp. 401{423 (2013).37. Mirzababaei, M., Arulrajah, A., Horpibulsuk, S., andAldava, M. \Shear strength of a bre-reinforced clayat large shear displacement when subjected to dierentstress histories", Geotextiles and Geomembranes,
45(5), pp. 422{429 (2017).38. Bishop, A.W. \Shear strength parameters for undisturbedand remoulded soil specimens", In Proceedingsof the Roscoe Memorial Symposium, Cambridge University,Cambridge, Weight, pp. 29{31 (1971).39. Ta'negonbadi, B. and Noorzad, R. \Stabilizationof clayey soil using lignosulfonate", TransportationGeotechnics, 12, pp. 45{55 (2017).40. Duncan, J.M. and Dunlop, P. \The signicance of capand base restraint", Journal of the Soil Mechanics andFoundations Division, 94(1), pp. 271{290 (1968).41. Dutta, R.K. and Venkatappa Rao, G. \Engineeringproperties of sand reinforced with strips from wasteplastic", In Proceedings of the International Conferenceon Geotechnical Engineering, Sharjah, UAE, pp.186{193 (2004).