References
- Bergado, D. T., Asakami, H., Alfaro, M. C., and Balasubramamiam, A. S. (1991), "Smear effects of vertical drains on soft Bangkok clay", Journal of Geotechnical Engineering, ASCE, Vol.117, No.10, pp.1509-1530. https://doi.org/10.1061/(ASCE)0733-9410(1991)117:10(1509)
- Choi, W. J., Kang, M. C., Koo, J. G., and Lee, S. (2001), "The Evaluation of consolidation rate by considering of varying permeability in smear zone", Proceedings of KSCE National Conference, pp.2963-2966.
- Hansbo, S. (1981), "Consolidation of fine-grained soils by prefabricated drains", Proc. 10th Int. Conf. Soil Mech. Found. Eng, Stockholm, Vol.3, pp.677-682.
- Indraratna, B. and Redana, I. W. (1998), "Laboratory Determination of Smear Zone due to Vertical Drain Installation", Journal of Geotechnical and Geoenvironmental Engineering, Vol.124, No.2, pp.180-184. https://doi.org/10.1061/(ASCE)1090-0241(1998)124:2(180)
- Joo, J. W., Jung, G. H., Kim, J. Y., and Cho, J. K. (2002), "Horizontal Drainage Consolidation Test by Rowe Cell", Proceedings of KSCE National Conference, pp.2355-2358.
- Lee, S. J., Bae, K. T., Jang, S. M., and Lee, J. G. (2003), "Experimental Study of Smear Effect on Sand Drain methods of Installation", Proceedings of KSCE National Conference, pp.3440-3444.
- Onoue, A., Ting, N., Germain, J. T., and Whitman, V. (1992), "Permeability of Disturbed Zone Around Vertical Drains", Applied Ground Improvement Techniques, Vol.2, pp.163-174, Bangkok, Thailand.
- Onoue, A. (1988), "Consolidation by vertical drains taking well resistance and smear into consideration", Soils and Foundations, Vol.28, No.4, pp.165-174. https://doi.org/10.3208/sandf1972.28.4_165
- Sharma, J. S. and Xiao, D. (2000), "Characterization of a smear zone around vertical drains by large-scale laboratory tests", Canadian Geotechnical Journal, Vol.37, pp.1265-1271. https://doi.org/10.1139/t00-050
- Saye, S. R. (2001), "Assessment of soil disturbance by the installation of displacement sand drains and prefabricated vertical drains", Geotechnical Special Publication, ASCE, Vol.119, pp.325-362.
- Sathananthan, I., Indraratna, B., and Rujikiatkamjorn, C. (2008), "Evaluation of smear zone extent surrounding mandrel driven vertical drains using the cavity expansion theory", International Journal of Geomechanics, Vol.8, No.6, pp.355-365. https://doi.org/10.1061/(ASCE)1532-3641(2008)8:6(355)
- Walker, R. and Indraratna, B. (2007), "Vertical drain consolidation with overlapping smear zone", Geotechnique, Vol.57, No.5, pp. 463-467. https://doi.org/10.1680/geot.2007.57.5.463
- Yoo, S. J., Kim, J. K., Chae, Y. S., and Park, Y. M. (2006), "A Study on the Soft Ground Distubance Characteristics by Large Block Sample", Proceedings of KGS National Fall Conference, pp.1070-1077.
- Yune, C. Y., Son, D. J., Chun, S. H., and Chung, C. K. (2009), "Spatial Variation of Void Ratio and Permeability by Smear and Its Changing Behavior during Consolidation : Part I Physical Model Test and Analysis" Journal of KSCE, Vol.29, No.4C, pp.137-144.
Cited by
- An analytical solution for consolidation of PVD-installed deposit considering nonlinear distribution of hydraulic conductivity and compressibility vol.36, pp.2, 2013, https://doi.org/10.1108/ec-04-2018-0196