Author:
Kang Gichun,Kim Tae-Hyung,Yun Seong-Kyu
Publisher
Springer Science and Business Media LLC
Subject
Ocean Engineering,Oceanography
Reference32 articles.
1. Abuel-Naga, H. M., and Bouazza, A., 2009. Equivalent diameter of a prefabricated vertical drain. Geotextiles and Geomembranes, 27(3): 227–231, https://doi.org/10.1016/j.geotexmem.2008.11.006.
2. Abuel-Naga, H. M., Bergado, D. T., and Chaiprakalkem, S., 2006. Innovative thermal technique for enhancing the performance of prefabricated vertical drain during the preloading process. Geotextiles and Geomembranes, 24(6): 359–370, https://doi.org/10.1016/j.geotexmem.2006.04.003.
3. Balasubramaniam, A. S., Cai, H., Zhu, D., Surarak, C., and Oh, E. Y. N., 2010. Settlements of embankments in soft soils. Geotechnical engineering Journal of the SEAGS & AGSSEA, 41(2): 1–19.
4. Basu, D., and Prezzi, M., 2007. Effect of the smear and transition zones around prefabricated vertical drains installed in a triangular pattern on the rate of soil consolidation. International Journal of Geomechanics, 7(1): 34–43, https://doi.org/10.1061/(ASCE)1532-3641(2007)7:1(34).
5. Bjerrum, L., 1967. Engineering geology of Norwegian normally-consolidated marine clays as related to settlements of buildings. Geotechnique, 17(2): 83–118, https://doi.org/10.1680/geot.1967.17.2.83.
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