1. Aboshi, H., Ichimoto, E., Harada K., and Enoki, M.: The composer: a method to improve characteristics of soft clays by inclusion of large diameter sand columns. In: Proceedings of the International Symposium on “Reinforcement of Soils”, ENPC-LCPC, Paris, pp. 211–216 (1979)
2. Anubhav, Basudhar P.K.: Modeling of soil–woven geotextile interface behavior from direct shear test results. Geotext. Geomembr. 28(2010), 403–408 (2010)
3. Bachus, R.C., Barksdale, R.D.: Vertical and lateral behaviour of model granular columns. In: Proceedings of the International Conference on In-situ Soil and Rock Reinforcement, Paris, pp. 99–110 (1984)
4. Balaam, N.P., Booker, J.R.: Effect of stone column yield on settlement of rigid foundations in stabilized clay. Int J. Num. Anal. Meth. Geom. 9(4), 331–351 (1985)
5. Bergado, D.T., Ramana, G.V., Sia, H.I., Varun: Evaluation of interface shear strength of composite liner system and stability analysis for a landfill lining system in Thailand. Geotext. Geomembr. 24(6), 371–393 (2006)