Refrences:
1. Leroueil, S., Tardif, J., Roy, M., Rochelle, P.L., and Konrad, J.M. E_ects of frost on the mechanical behaviour of Champlain Sea clays", Can. Geotech. J., 28(5), pp. 690{697 (1991).
2. Eigenbrod, K.D. E_ects of cyclic freezing and thawing on volume changes and permeabilities of soft _negained soils", Can. Geotech. J., 33(4), pp. 529{537 (1996).
3. Laeur, J., Sall, M.S., and Ducharme, A. Frictional characteristics of geotextiles with compacted lateritic gravels and clays", Geosynth. New Orleans, 87(1), pp. 205{215 (1987). 4. Yarbasi, N., Kalkan, E., and Akbulut, S. Modi_cation of the geotechnical properties, as inuenced by freezethaw, of granular soils with waste additives", Cold. Reg. Sci. Technol., 48(1), pp. 44{54 (2007).
5. Hazirbaba, K. and Gullu, H. California bearing ratio improvement and freeze-thaw performance of _negrained soils treated with geo_ber and synthetic uid MM", Cold. Reg. Sci. Technol., 63(1), pp. 50{60 (2010).
6. Ghazavi, M. and Roustaie, M. The inuence of freezethaw cycles on the uncon_ned compressive strength of _ber-reinforced clay", Cold. Reg. Sci. Technol., 61(2), pp. 125{131 (2010).
7. Ghazavi, M. and Roustaei, M. Freeze-thaw performance of clayey soil reinforced with geotextile layer", Cold. Reg. Sci. Technol., 89, pp. 22{29 (2013).
8. Guido, V.A., Chang, D.K., and Sweeney, M.A. Comparison of geogrid and geotextile reinforced earth slabs", Can. Geotech. J., 23(4), pp. 435{440 (1986).
9. Espinoza, R.D. Soil-geotextile interaction: evaluation of membrane support", Geotext and Geomembranes., 13(5), pp. 281{293 (1994).
10. Espinoza, R.D. and Bray, J.D. An integrated approach to evaluating single-layer reinforced soils", Geosynth. Int., 2(4), pp. 723{739 (1995).
11. Adams, M.T. and Collin, J.G. Large model spread footing load tests on geosynthetic reinforced soil", Foundations. J. Geotech. Geoenviron. Eng., 123(1), pp. 66{72 (1997).
12. Tom, A.F., Abraham, A., and Chacko, A. Inuence of position of geosynthetic layer in pavement", Int. J. Eng.Res. Dev., 6(4), pp. 74{78 (2013).
13. Michael, M. and Vinod, P. California bearing ratio of coir geotextile reinforced subgrade", 10th National Conference on Technological Trends (NCTT09), 6{7, pp. 63{67 (2009).
14. ASTM D422-63, Standard Test Method for Particle- Size Analysis of Soils,West Conshohocken, PA, United States (2007). 15. ASTM D 1883, Standard Test Method for CBR (California Bearing Ratio) of Laboratory-Compacted Soil, West Conshohocken, PA, United States (2007).
16. ASTM D 5918, Standard Test Methods for Frost Heave and Thaw Weakening Susceptibility of Soils, West Conshohocken, PA, United States (2006).
17. Roustaei, M., Ghazavi, M., and Aliaghaei, E. Application of tire crumbs on mechanical properties of a clayey soil subjected to freeze-thaw cycles", Scientia Iranica, Transactions A, Civil Engineering, 23(1), pp. 122{132 (2016).
18. Yoder, E.J. and Witczak, M.W., Principles of Pavement Design, Wiley, New York (1975).
19. Chamberlain, E.J. Frost susceptibility of soil: review of index tests", Monograph 81-2. U.S. Army Cold. Reg. Res. Eng. Lab., New Hampshire (1981).
20. Cook, R.D. Some e_ects of closed system freezethaw cycles on a compacted, highly plastic clay", PhD Dissertation, University of Alberta (1963). 21. Lee, W., Bohra, N.C., Altschae_, A.G., and White, T.D. Resilient modulus of cohesive soils and the e_ect of freeze-thaw", Can. Geotech. J., 32(4), pp. 559{568 (1995).
22. Ahmed Kamel, M., Chandra, S., and Kumar, P. Behavior of subgrade soil reinforced with geogrid", Int. J. of Pavement. Eng., 5(4), pp. 201{209 (2004). 2816 B. Shams et al./Scientia Iranica, Transactions A: Civil Engineering 27 (2020) 2808{2816
23. Han, J. and Jiang, Y. Use of geosynthetics for performance enhancement of earth structures in cold regions", Sciences in Cold and Arid Regions, 5(5), pp. 517{529 (2013).