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Guo, W., Chu, J. and Yan, S. (2011). “Effect of subgrade soil stiffness on the design of geosynthetic tube.” Geotextiles and Geomembranes, Vol. 29, pp. 277-284.10.1016/j.geotexmem.2011.01.014Guo, W., Chu, J. and Yan, S. (2011). “Effect of subgrade soil stiffness on the design of geosynthetic tube.” Geotextiles and Geomembranes, Vol. 29, pp. 277-284.

Hornsey, W. P., Carley, J. T., Coglan, I. R. and Cox, R. J. (2011). “Geotextile sand container shoreline protection systems: Design and Application.” Geotextiles and Geomembranes, Vol. 29, pp. 425-439.10.1016/j.geotexmem.2011.01.009Hornsey, W. P., Carley, J. T., Coglan, I. R. and Cox, R. J. (2011). “Geotextile sand container shoreline protection systems: Design and Application.” Geotextiles and Geomembranes, Vol. 29, pp. 425-439.

Lee, E. C. and Douglas, R. S. (2012). “Geotextile tubes as submerged dykes for shoreline management in Malaysia.” Geotextiles and Geomembranes, Vol. 30, pp. 8-15.10.1016/j.geotexmem.2011.01.003Lee, E. C. and Douglas, R. S. (2012). “Geotextile tubes as submerged dykes for shoreline management in Malaysia.” Geotextiles and Geomembranes, Vol. 30, pp. 8-15.

Lee, S.-W., Sim, D. H. and Lee, Y. S. (2010). “Application of geotextile tube to construct temporary dike for dredging at Busan new port south container terminal.” The fall Korean Geosynthetics Society, pp. 169-180 (in Korean).Lee, S.-W., Sim, D. H. and Lee, Y. S. (2010). “Application of geotextile tube to construct temporary dike for dredging at Busan new port south container terminal.” The fall Korean Geosynthetics Society, pp. 169-180 (in Korean).

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Oh, Y. I., Gim, J. H., Kang, J. G. and Jee, S. H. (2007a). “Case history of temporary embankment design using geotextile container and tube (Pasir Panjang Terminal Reclamation Project, Singapore).” The Fall Korean Geosynthetics Society Conference, pp. 211-220 (in Korean).Oh, Y. I., Gim, J. H., Kang, J. G. and Jee, S. H. (2007a). “Case history of temporary embankment design using geotextile container and tube (Pasir Panjang Terminal Reclamation Project, Singapore).” The Fall Korean Geosynthetics Society Conference, pp. 211-220 (in Korean).

Oh, Y. I., Shin, E. C. and Kang, J. G. (2006). “Stability behavior of geotextile tube composite structure by slope stability and 2-D limit equilibrium analysis.” Journal of the Korean Geosynthetics Society, Vol. 5, No. 4, pp. 11-18.Oh, Y. I., Shin, E. C. and Kang, J. G. (2006). “Stability behavior of geotextile tube composite structure by slope stability and 2-D limit equilibrium analysis.” Journal of the Korean Geosynthetics Society, Vol. 5, No. 4, pp. 11-18.

Oh, Y. I., Yoo, J. Y. and Kim, H. T. (2007b). “Case history of sea dyke filter construction using geotextile tube mattress.” Journal of the Korean Geosynthetics Society, Vol. 6, No. 1, pp. 9-16.Oh, Y. I., Yoo, J. Y. and Kim, H. T. (2007b). “Case history of sea dyke filter construction using geotextile tube mattress.” Journal of the Korean Geosynthetics Society, Vol. 6, No. 1, pp. 9-16.

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Plaut, R. H. and Stephens, T. C. (2012). “Analysis of geotextile tubes containing slurry and consolidated material with frictional interface.” Geotextiles and Geomembranes, Vol. 32, pp. 38-43.10.1016/j.geotexmem.2012.01.001Plaut, R. H. and Stephens, T. C. (2012). “Analysis of geotextile tubes containing slurry and consolidated material with frictional interface.” Geotextiles and Geomembranes, Vol. 32, pp. 38-43.

Restall, S. J., Jackson, L. A., Heerten, G. and Hornsey, W. P. (2002). “Case studies showing the growth and development of geotextile sand containers: An Australian Perspective.” Geotextiles and Geomembranes, Vol. 20, pp. 321-342.10.1016/S0266-1144(02)00030-4Restall, S. J., Jackson, L. A., Heerten, G. and Hornsey, W. P. (2002). “Case studies showing the growth and development of geotextile sand containers: An Australian Perspective.” Geotextiles and Geomembranes, Vol. 20, pp. 321-342.

Saathoff, F., Oumeraci, H. and Restall, S. (2007). “Australian and German experiences on the use of geotextile containers.” Geotextiles and Geomembranes, Vol. 25, pp. 251-263.10.1016/j.geotexmem.2007.02.009Saathoff, F., Oumeraci, H. and Restall, S. (2007). “Australian and German experiences on the use of geotextile containers.” Geotextiles and Geomembranes, Vol. 25, pp. 251-263.

Shin, E. C. and Oh, Y. I. (2007). “Costal erosion prevention by geotextile tube technology.” Geotextiles and Geomembranes, Vol. 25, pp. 264-277.10.1016/j.geotexmem.2007.02.003Shin, E. C. and Oh, Y. I. (2007). “Costal erosion prevention by geotextile tube technology.” Geotextiles and Geomembranes, Vol. 25, pp. 264-277.

Shin, E. C., Kim, S. H. and Oh, J. Y. (2010). “Case history of construction geotextile tube method in Korea – the problem and solution.” The fall Korean Geosynthetics Society Conference, pp. 135-147 (in Korean).Shin, E. C., Kim, S. H. and Oh, J. Y. (2010). “Case history of construction geotextile tube method in Korea – the problem and solution.” The fall Korean Geosynthetics Society Conference, pp. 135-147 (in Korean).

Shin, E. C. and Oh, Y. I. (2002). “Behavior and shape variation of geotextile tube by pilot scale field tests.” Journal of the Korean Society of Civil Engineers, Vol. 22, No. 6-C, pp. 661-671 (in Korean).Shin, E. C. and Oh, Y. I. (2002). “Behavior and shape variation of geotextile tube by pilot scale field tests.” Journal of the Korean Society of Civil Engineers, Vol. 22, No. 6-C, pp. 661-671 (in Korean).

Shin, E. C. and Oh, Y. I. (2003a). “Behavior of geotextile tube by plane strain analysis and 3-dimension finite element method.” Journal of the Korean Geotechnical Society, Vol. 19, No. 5, pp. 233-241 (in Korean).Shin, E. C. and Oh, Y. I. (2003a). “Behavior of geotextile tube by plane strain analysis and 3-dimension finite element method.” Journal of the Korean Geotechnical Society, Vol. 19, No. 5, pp. 233-241 (in Korean).

Shin, E. C. and Oh, Y. I. (2003b). “Characteristic analysis of detached breakwater type geotextile tube by hydraulic model tests.” Journal of the Korean Society of Civil Engineers, Vol. 23, No. 1C, pp. 23-33 (in Korean).Shin, E. C. and Oh, Y. I. (2003b). “Characteristic analysis of detached breakwater type geotextile tube by hydraulic model tests.” Journal of the Korean Society of Civil Engineers, Vol. 23, No. 1C, pp. 23-33 (in Korean).

Sung, H. J., Kim, H. J. and Ko, J. H. (2013). “Analysis on geotextile tube construction cases in the domestic and international for the development of road embankment technology utilizing dredged soil.” The Spring Korean Geosynthetics Society Conference, pp. 13-16 (in Korean).Sung, H. J., Kim, H. J. and Ko, J. H. (2013). “Analysis on geotextile tube construction cases in the domestic and international for the development of road embankment technology utilizing dredged soil.” The Spring Korean Geosynthetics Society Conference, pp. 13-16 (in Korean).

Won, M. S., Lee, J. B., Kim, K. J. and Kim, H. J. (2013). “A study of geotextile seam strength.” The Fall Korean Geosynthetics Society Conference, pp. 53-56 (in Korean).Won, M. S., Lee, J. B., Kim, K. J. and Kim, H. J. (2013). “A study of geotextile seam strength.” The Fall Korean Geosynthetics Society Conference, pp. 53-56 (in Korean).