[1] Zornberg, J. G., Sitar, N., Mitchell, J. K., “Performance of Geosynthetic Reinforced Slopes at Failure,” Journal of Geotechnical and Geoenvironmental Engineering, 1998, 124 (8), 670-683.
[2] Rowe, R. K., Soderman, K. L., "An Approximate Method for Estimating the Stability of Geotextile-Reinforced embankments", Canadian Geotechnical Journal, 1985, 22 (3), 392-398.
[3] Hird, C. C., "Stability Charts for Reinforced Embankments on Soft Ground", Geotextiles and Geomembranes, 1986, 4, 107-127.
[4] Greenwood, J. R., "Design Approach for Slope Repairs and Embankment Widening. In: Shercliff’s Reinforced Embankments: Theory and Practice", Thomas Telford, London, 1990.
[5] Sabhahit, N., Basudhar, P. K., Madhav, M. R., Miura, N., "Generalized Stability Analysis of Reinforced Embankments on Soft Clay", Geotextiles and Geomembranes, 1994, 13, 765-780.
[6] Low, B. K., Tang, W. H., "Reliability Analysis of Reinforced Embankments of Soft Ground", Canadian Geotechnical Journal, 1997, 34, 672-685.
[7] Jewell, R. A., "The mechanics of reinforced embankments on soft soils", Geotextiles and Geomembranes, 1989, 7, 237-273.
[8] Jewell, R. A., "Soil Reinforcement with Geotextiles", CIRIA, London, 1996.
[9] Palmeira, E. M., Pereira, J. H. F., Silva, A. R. L., "Back Analyses of Geosynthetic Reinforced Embankments on Soft Soils", Geotextiles and Geomembranes, 1998, 16, 273-292.
[10] Lee, K. L., Adams, B. D., Vagneron, J. J., "Reinforced Earth Retaining Walls", ASCE Journal of Soil Mechanics and Foundations Division, 1973, 99 (10), 745-746.
[11] Juran, I., Christopher, B. R., "Laboratory Model Study on Geosynthetic Reinforced Soil Retaining Walls", ASCE Journal of Geotechnical Engineering, 1989, 115 (7), 905-926.
[12] Zornberg, J. G., Mitchell, J. K., Sitar, N., "Testing of Reinforced Soil Slopes in a Geotechnical Centrifuge", ASTM Geotechnical Testing Journal, 1997, 20 (4), 470-480.
[13] Ghazavi, M., Amel Sakhi, M., "Optimization of Aspect Ratio of Waste Tire Shreds in Sand -Shred Mixtures Using CBR Tests", ASTM Geotechnical Testing Journal, 2005, 28 (6), 1-6.
[14] Hird, C. C., Pyrah, I. C., Russell, D., "Finite Element Analysis of the Collapse of Reinforced Embankments on Soft Ground", Geotechnique, 1990, 40 (4), 633-640.
[15] San, K., Leshchinsky, D., Matsuri, T., "Geosynthetic Reinforced Slopes: Limit Equilibrium and Finite Element Analysis", Soils and Foundations, 1994, 34 (2), 79-85.
[16] Budho, M., "Soil Mechanics and Foundations", 2000.
[17] Krahn, J., "Stability Modeling with Slope/w", 1st Edition, 2004.
[18] Kramer, S. L., "Geotechnical Earthquake Engineering", Prentice Hall, 1996.
[20] Tang, H. X. Wang, H. Q., "Study on Whole Stability Analysis Method for Reinforcement Soft Foundation of Embankment with Geofabric", The 4th Asian Regional Conference on Geosynthetics, Shanghai, China, 2008.