[1] Cetin, H., Fener, M., and Gunaydin, O. (2006). “Geotechnical properties of tire-cohesive clayey soil mixtures as a fill material.” Engineering geology, 88(1), pp.110- 120.
[2] Chiu, C.T. (2008). “Use of ground tire rubber in asphalt pavements: field trial and evaluation in Taiwan.” Resources, Conservation and Recycling, 52(3), pp.522- 532.
[3] Wu, J.Y., and Tsai, M. (2009). “Feasibility study of a soil-based rubberized CLSM.” Waste Management, 29(2), pp.636- 642.
[4] Turer, A. (2012). “Recycling of Scrap Tires.” INTECH Open Access Publisher.
[5] Ito, T., and Matsui, T. (1975). “Methods to estimate lateral force acting on stabilizing piles.” Soils and foundations, 21, pp. 21-37.
[6] Reese, L.S., Van Imp, W.F., and Holtz, R.D. (2002). “Single Piles and Pile Groups under Lateral Loading.” Applied Mechanics Reviews, 55(1),
[7] Hajiazizi, M., Nasiri, M., and Mazaheri, A.R. (2018). “The effects of fixed tip piles on stabilization of earth slopes.” Scientia Iranica, A, 25(5), pp. 2550- 2560.
[8] Hajiazizi, M., Nemati, E., Nasiri, M., Bavali, M., and Sharifipur, M. (2018). “Optimal Location of Stone Column in Stabilization of Sand Slope: An Experimental and Numerical Investigation.” Scientia Iranica, Article in Press.
[9] Long, N.T. (1996). “Utilization of used tyres in civil engineering-The Pneusol ‘Tyresoil’”. In Proceedings of the Second International Congress on Environmental Geotechnics, Osaka, Japan, pp. 5- 8.
[10] O'Shaughnessy, V., and Garga, V.K. (2000). “Tire-reinforced earthfill. Part 2: Pull-out behaviour and reinforced slope design.” Canadian Geotechnical Journal, 37(1), pp.97- 116.
[11] Poh, P.S., and Broms, B.B. (1995). “Slope stabilization using old rubber tires and geotextiles.” Journal of performance of constructed facilities, 9(1), pp.76- 79.
[12] Mandal, J.N., Kumar, S., and Meena, C.L. (2005). “Centrifuge modeling of reinforced soil slopes using tire chips.” In Slopes and Retaining Structures under Seismic and Static Conditions, pp. 1- 8.
[13] Belabdelouhab, F., and Kebaïli, N. (2015). “Large Scale Experimentation Slope Stability of «Soil Tyre» in Mostaganem (Algeria).” Energy Procedia, 74, pp.699.706.
[14] Reddy, S.B., and Krishna, A.M. (2015). “Recycled tire chips mixed with sand as lightweight backfill material in retaining wall applications: an experimental investigation.” International Journal of Geosynthetics and Ground Engineering, 1(4).
[15] Garcia-Theran, M., Pando, M.A., Celis, H., and Abdoun, T. (2014). “Estimation Challenges of Lateral Pressures in Retaining Structures Using Granular Recycled Tire Aggregates as Backfill.” In Geo-Congress 2014: Geo-characterization and Modeling for Sustainability, pp. 3666- 3675.
[16] Lazizi, A., Trouzine, H., Asroun, A., and Belabdelouhab, F. (2014). “Numerical simulation of tire reinforced sand behind retaining wall under earthquake excitation.” Engineering, Technology & Applied Science Research, 4(2), pp. 605.
[17] Ahn, I.S., and Cheng, L. (2014). “Tire derived aggregate for retaining wall backfill under earthquake loading.” Construction and Building Materials, 57, pp.105- 116.
[18] Dammala, P.K., Sodom, B.R., and Adapa, M.K. (2015). Experimental investigation of applicability of sand tire chip mixtures as retaining wall backfill.” In IFCEE 2015 pp. 1420- 1429.
[19] Yoon, S., Prezzi, M., Siddiki, N.Z., and Kim, B. (2006). “Construction of a test embankment using a sand–tire shred mixture as fill material.” Waste Management, 26(9), pp.1033- 1044.
[20] Edinçliler, A., Baykal, G., and Saygılı, A. (2010). “Influence of different processing techniques on the mechanical properties of used tires in embankment construction.” Waste Management, 30(6), pp.1073- 1080.
[21] Tafreshi, S.M., and Norouzi, A.H., (2012). “Bearing capacity of a square model footing on sand reinforced with shredded tire–An experimental investigation.” Construction and Building Materials, 35, pp.547- 556.
[22] Ghazavi, M., Mohebi, A., and Namdari, M. (2017). “Static Characteristics of Footings on Tire Shred-Reinforced Granular Trench.” Arabian Journal for Science and Engineering, 42(3), pp.1147- 1154.
[23] Yoon, Y.W., Cheon, S.H., and Kang, D.S. (2004). Bearing capacity and settlement of tire-reinforced sands. Geotextiles and Geomembranes, 22(5), pp.439- 453.
[24] Yaghoubi, M., Shukla, S.K., and Mohyeddin, A. (2017). “Effects of addition of waste tyre fibres and cement on the engineering behaviour of Perth sand.” Geomechanics and Geoengineering, pp.1- 12.
[25] Ahmed, A., and El Naggar, M.H. (2017). “Effect of cyclic loading on the compressive strength of soil stabilized with bassanite–tire mixture.” Journal of Material Cycles and Waste Management, pp.1- 8.
[26] Anbazhagan, P., Manohar, D.R., and Rohit, D. (2016). “Influence of size of granulated rubber and tyre chips on the shear strength characteristics of sand–rubber mix.” Geomechanics and Geoengineering, pp.1- 13.
[27] Bali Reddy, S., Pradeep Kumar, D., and Murali Krishna, A. (2015). “Evaluation of the optimum mixing ratio of a sand-tire chips mixture for geoengineering applications.” Journal of Materials in Civil Engineering, 28(2), pp.06015007.
[28] Hataf, N., Fatolahzadeh, A. (2019). “An experimental and numerical study on the bearing capacity of circular and ring footings on rehabilitated sand slopes with geogrid.” Journal of Rehabilitation in Civil Engineering, 7(1), pp. 242- 255.
[29] Noorzad, R., Raveshi, M. (2017). “Mechanical Behavior of Waste Tire Crumbs–Sand Mixtures Determined by Triaxial Tests.” Geotechnical and Geological Engineering, 35, pp.1793–1802.
[30] Bahadori, H., Farzalizadeh, R. (2018). “Dynamic Properties of Saturated Sands Mixed with Tyre Powders and Tyre Shreds.” International Journal of Civil Engineering, 16, pp. 395–408.
[31] Shariatmadari, N., Karimpour-Fard, M. and Shargh, A. (2019). “Evaluation of Liquefaction Potential in Sand–Tire Crumb Mixtures Using the Energy Approach.” International Journal of Civil Engineering, 17, pp. 181–191.
[32] Jamshidi Chenari, R., Alaie, R. and Fatahi, B. (2019). “Constrained Compression Models for Tire-Derived Aggregate-Sand Mixtures Using Enhanced Large Scale Oedometer Testing Apparatus.” Geotechnical and Geological Engineering, 37,pp.2591–2610.
[33] Madhusudhan, B.R., Boominathan, A. and Banerjee, S. (2019). “Factors Affecting Strength and Stiffness of Dry Sand-Rubber Tire Shred Mixtures.” Geotechnical and Geological Engineering, 37,pp.2763–2780.
[34] Hajiazizi, M., Mirnaghizade, M.H., and Nasiri, M. (2019). “Experimental Study of Sand Slopes Reinforced by Waste Tires.” International Journal of Mining and Geo-Engineering, 53(2), pp. 183-191.
[35] White, D.J., Take, W.A., and Bolton, M.D. (2003). Soil deformation measurement using particle image velocimetry (PIV) and photogrammetry.” Geotechnique, 53(7), pp. 619- 632.
[36] Hajiazizi, M., and Nasiri, M. (2018). “Experimental and numerical study of earth slope reinforcement using ordinary and rigid stone columns.” International Journal of Mining and Geo-Engineering (IJMGE), 52(1), pp. 23- 30.
[37] Hajiazizi, M., and Nasiri, M. (2019). “Experimental and numerical investigation of reinforced sand slope using geogrid encased stone column.” Civil Engineering Infrastructures Journal, 52(1), pp. 85- 100.
[38] Fakher, A. and Jones, C.J.F.P. (1996). “Discussion on bearing capacity of rectangular footings on geogrid reinforced sand by Yetimoglu T, Wu JTH, SaglamerA.”, Journal of Geotechnical Engineering, 122, pp. 326-327.
[40] Hegde, A.M. and Sitharam, T.G. (2015). “Experimental and numerical studies on protection of buried pipe line sand underground utilities using geocells.”, Geotextiles and Geomembranes, 43(5), pp. 372-381.
)
