مطالعه آزمایشگاهی ستون های سنگی منفرد و گروهی محصور شده با ژئوتکستایل

[1] J.M.O. Huges, N.J. Withers, Reinforcing of cohesive soils with stone columns. Ground Eng, (1974) 7 (3) 42-49.

[2] M. Madhav, P. Vitkar, Strip footing on weak clay stabilized with a granular trench or pile. Canadian geotechnical journal, (1978) 15(4) 605-609.

[3] H. Aboshi, E. Ichimoto, K. Harada, M. Emoki, The composer—A method to improve the characteristics of soft clays by inclusion of large diameter sand columns. Proc., Int. Conf. on Soil Reinforcement. E.N.P.C., 1, Paris, (1979) 211–216.

[4] S. Murugesan, K. Rajagopal, Studies on the behaviour of single and group of geosynthetic encased stone columns. Journal of Geotechnical and Geoenvironmental Engineering, ASCE, 136(1) (2010) 129–139.

[5] V. Sivakumar, D. McKelvey, J. Graham, D. Hughes, Triaxial tests on model sand columns in clay. Canadian Geotechnical Journal, 41(2) (2004) 299–312.

[6] A. Ambily, S.R. Gandhi, Behavior of stone columns based on experimental and FEM analysis. Journal of geotechnical and geoenvironmental engineering, 133(4) (2007) 405-415.

[7] J. Gniel, A. Bouazza, Improvement of soft soils using geogrid encased stone columns. Geotextiles and Geomembranes, 27(3) (2009) 167-175.

[8] J. Castro, C. Sagaseta, Deformation and consolidation around encased stone columns. Geotextiles and Geomembranes, 29(3) (2011) 268-276.

[9] S.K. Dash, M.C. Bora, Improved performance of soft clay foundations using stone columns and geocellsand mattress. Geotextiles and Geomembranes, 41 (2013) 26-35.

[10] S.R. Mohapatra, IK. Rajagopa, J. sharma, Direct shear tests on geosynthetic-encased granular columns. Geotextiles and Geomembranes, 44(3) (2016) 396-405.

[11] MY. Fattah, KT. Shlash, MJM. Al-Waily, Stress concentration ratio of model stone columns in soft clays. Geotechnical Testing Journal, ASTM, 34(1) (2011) 1-11.

[12] H. Yung-Shan, W. Cho-Sen, Y. Yi-Sheng, Model tests on geotextile-encased granular columns under 1-g and undrained conditions. Geotextiles and Geomembranes, 44(1) (2016) 13-27.

[13] K. Ali, J.T. Shahu, K.G. Sharma, Model tests on geosynthetic-reinforced stone columns: a comparative study. Geosynthetic International, 19(4) (2012) 292-305.

[14] K. Ali, J.T. Shahu, K.G. Sharma, Model tests on single and groups of stone columns with different geosynthetic reinforcement arrangement. Geosynthetic International, 21(2) (2014) 103-118.

[15] J.F. Chen, L.Y. Li, J.F. Xue, S.Z. Feng, Failure mechanism of geosynthetic encased stone columns in soft soils under embankment. Geotextiles and Geomembranes, 43(5) (2015) 424-431.

[16] V. Sivakumar, DKNM. Jeludine, A. Bell, DT. Glyn, P. Mackinnon, The pressure distribution along stone columns in soft clay under consolidation and foundation loading. Geotechnique, 61(7) (2011) 613-620.

[17] CS. Wu, YS. Hong, Laboratory tests on geosynthetic encapsulated sand columns. Geotextiles and Geomembranes, 27 (2009) 107-120.

[18] SS. Najjar, S. Sadek, T. Maakaroun, Effect of sand columns on the undrained load response of soft clays. Journal of Geotechnical and Geoenvironmental Engineering, ASCE, 136(9) (2010) 1263-1277.

[19] BI. Kim, SH. Lee, Comparison of bearing capacity characteristics of sand and gravel compaction pile treated ground. KSCE Journal of Civil Engineering, 9(3) (2005) 197-203.

[20] A. Cimentada, A. Da Costa, J. Canizal, C. Sagaseta, Laboratory study on radial consolidation and deformation in clay reinforced with stone columns. Canadian Geotechnical Journal, 48 (2011) 36-52.

[21] M. Ghazavi, J.N. Afshar, Bearing capacity of geosynthetic encased stone columns. Geotextiles and Geomembranes, 38 (2013) 26-36.

[22] S. Lai, Similitude for shaking table tests on soil structure fluid models in 1g gravitational field. Soils and Foundations, 29(1) (1989) 105-118.