Aboshi, H., Ichimoto, E., Harada, K. and Emoki, M. (1979). “The composer: A method to improve the characteristics of soft clays by inclusion of large diameter sand columns”, Proceedings of International Conference on Soil Reinforcement, E.N.P.C., 1, Paris, 211-216.
Beneito, C. and Gotteland, Ph. (2001). “Three-dimensional numerical modeling of geosynthetics mechanical behavior”, Proceedings of the Second International FLAC Symposium on Numerical Modeling in Geomechanics, Lyon, France, 29-31.
Castro, J., Cimentada, A., Costa, A., Ganizal, J. and Sagaseta, C. (2013). “Consolidation and deformation around stone columns: Comparison of theoretical and laboratory results”, Computers and Geotechnics, 49, 326-337.
Choobasti, A.J. and Pichka, H. (2014). “Improvement of soft clay using installation of geosynthetic-encased stone column: Numerical study”, Arabian Journal of Geoscience, 7(2), 597-607.
Connor, S.S. and Gorski, A.G. (2000). “A timely solution for the Nojoqi Grade landslide, Repair US 101 South of Buellton”, In 51st Annual Highway Geology Symposium, Seattle, 1-11.
Debnath, P. and Dey, K. (2018). “Prediction of bearing capacity of geogrid-reinforced stone columns using support vector regression”, International Journal of Geomechanics, 18(2), 1-15.
Dheerendra, B.M.R., Sitaram, N. and Shivashankar, R. (2013). “A critical review of construction, analysis and behavior of stone column”, Geotechnical and Geological Engineering, 31(1), 1-22.
Fakher, A. and Jones, C.J.F.P. (1996). “Discussion on bearing capacity of rectangular footings on geogrid reinforced sand by Yetimoglu, T., Wu, J.T.H., Saglamer,A.”, Journal of Geotechnical Engineering, 122, 326-327.
Fattah, M.Y., Zabar, B. and Hassan, H.A. (2016). “Experimental analysis of embankment on ordinary and encased stone columns”, International Journal of Geomechanics, 16(4), 1-13.
Fattah, M.Y. and Majeed. Q.G. (2012). “Finite Element analysis of geogrid encased stone columns”, Geotechnical and Geological Engineering, 30, 713-726.
Greenwood, D.A. (1970). “Mechanical improvement of soils below ground surface”, In Proceedings of Ground Engineering Conference. Institution of Civil Engineers, London, 11-22.
Gueguin, M., Hassen, G. and Buhan, P. (2015). “Stability analysis of homogenized stone column reinforced foundations using a numerical yield design approach”, Computers and Geotechnics, 64, 10-19.
Gu, M., Han, J. and Zhao, M. (2017). “Three-dimensional DEM analysis of single geogrid-encased stone columns under unconfined compression: a parametric study”, Acta Geotechnica, 12(3), 559-572.
Gu, M., Han, J. and Zhao, M., (2017). “Three-dimensional Discrete-Element method analysis of stresses and deformations of a single geogrid-encased stone column”, International Journal of Geomechanics, 17(9), 1-14.
Haghbin, M. and Ghazavi, M. (2016). “Seismic bearing capacity of strip footings on pile-stabilized slopes”, Civil Engineering Infrastructures Journal, 49(1), 111-126.
Hajiazizi, M., Nasiri, M. and Mazaheri, A.R. (2018). “The effect of fixed piles tip on stabilization of earth slopes”, Scientia Iranica, Transactions A: Civil Engineering, 25(5), 2550-2560.
Hajiazizi, M. and Nasiri, M. (2018). “Experimental and numerical comparison between reinforced earth slope using ordinary stone column and rigid stone column”, International Journal of Mining and Geo-Engineering (IJMGE), 52(1), 23-30.
Hajiazizi, M. and Nasiri, M. (2016). “Experimental studies of cohesion effect on stability of soil slopes reinforced with stone column”, Modares Civil Engineering Journal (M.C.E.J.), 16(5), 65-78.
Han, J. and Ye, S.L. (2002). “A theoretical solution for consolidation rates of stone column-reinforced foundation accounting for smear and well resistance effects”, International Journal of Geomechanics, 2(2), 135-151.
Han, J. and Ye, S.L. (2001). “A simplified method for computing consolidation rate of stone column reinforced foundations”, Journal of Geotechnical and Geoenvironmental Engineering, ASCE, 127(7), 597-603.
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), 372-381.
Hughes, J.M.O., Withers, N.J. and Greenwood D.A. (1975). “A field trial of the reinforcing effect of a stone column in soil”, Geotechnique, 25(1), 31-44.
Khabbazian, M., Meehan, C.L. and Kaliakin, V., (2014). “Column supported embankments with geosynthetic encased columns: Parametric study”, Transportation Infrastructure Geotechnology, 1, 301-325.
Kempfert, H.G. (2003). “Ground improvement methods with special emphasis on column-type techniques”, International Workshop on Geotechnics of Soft Soils, Theory and Practice, Netherlands, 101–112.
Lai, H.J., Zheng, J.J., Zhang, J., Zhang, R.J. and Cui, L. (2014). “DEM analysis of “soil”-arching within geogrid-reinforced and unreinforced pile-supported embankments”, Computers and Geotechnics, 61, 13-23.
Madhav, M.R. and Miura, N. (1994). “Soil improvement panel report on stone columns”, Proceedings of the 13th International Conference on Soil Mechanics and Foundation Engineering, New Delhi, India, 163-164.
Marandi, S.M., Anvar, M. and Bahrami, M. (2016). “Uncertainty analysis of embankment built on stone column improved soft soil using fuzzy logic α-cut technique”, Computers and Geotechnics, 75, 135-144.
Mofidi, J., Farzaneh, O. and Askari, F. (2014). “Bearing capacity of strip footing near slopes using lower bound limit analysis”, Civil Engineering Infrastructures Journal, 47(1), 89-109.
Sivakumar, V., McKelvey, D., Graham, J. and Hughes, D. (2004). “Triaxial test on model sand columns in clay”, Canadian Geotechnical Journal, 41, 299-312.
Yoo, C. (2015). “Settlement behavior of embankment on geosynthetic encased stone column installed soft ground, A numerical investigation”, Geotextile and Geomembranes, 43(6), 484-492.
Zhang, C., Jiang, G., Liu, X. and Buzzi, O. (2016). “Arcing in geogrid-reinforced pile-supported embankments over silty clay of medium compressibility: Field data and analytical solution”, Computers and Geotechnics, 77, 11-25.