Performance Evaluation of Isotropic Spunbonded Geotextiles for Vacuum Consolidation
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Ahn, Seung Jae
(Department of Advanced Organic Materials Engineering, Inha University Graduate School)
Kim, Jin Il (Central Research Park, KOLON Industries, Inc.) Bok, Jin Seon (Korea Textile Development Institute) Lee, Hyun Seok (Korea Textile Development Institute) Jeon, Han-Yong (Department of Advanced Organic Materials Engineering, Inha University) |
1 | R. M. Koerner, "Designing with Geosynthetics", 5th ed., Chapter 9, Prentice Hall Inc., NJ, 2005. |
2 | 한국토목섬유학회, "연약지반 및 지반환경", 구미서관, 2009. |
3 | J. Chu, D. T. Bergado, E. C. Shin, and J. Chai, "Embankments on Soft Ground and Ground Improvement" Geosynthetic Asia 2012 5th Asian Regional Conference on Geosynthetics, pp.3-24, Bangkok, Thailand, 2012. |
4 | J. Saowapakpiboon, D. T. Bergado, S. Youwai, J. C. Chai, P. Wanthong, and P. Voottipruex, "Measured and Predicted Performance of Prefabricated Vertical Drains (PVDs) with and without Vacuum Preloading", Geotextile Geomembr, 2010, 28, 1-11. DOI ScienceOn |
5 | B. Indraratna, C. Rujikiatkamjorn, A. S. Balasubramaniam, and G. McIntosh, "Soft Ground Improvement via Vertical Drains and Vacuum Assisted Preloading", Geotextile Geomembr, 2012, 30, 16-23. DOI ScienceOn |
6 | G. R. Fischer, R. D. Holtz, and B. R. Christopher, "Filter Criteria Based on Pore Size Distribution", Proceedings of the Fourth International Conference on Geotextiles, pp.289-294, The Hague, Netherlands, 1990. |
7 | D. T. Bergado, J. C. Chai, M. C. Alfaro, and A. S. Balasubramaniam, "Improvement Techniques of Soft Ground in Subsiding and Lowland Environment", Chap. 2, CRC Press, Rotterdam, 1994. |
8 | H. S. Kim, "Relationship between Fiber Orientation Distribution Function and Mechanical Anisotropy of Thermally Point-Bonded Nonwovens", Fiber Polym, 2004, 5, 177-181. 과학기술학회마을 DOI |
9 | A. Rawal, "Structural Analysis of Pore Size Distribution of Nonwovens", J Text Ins, 2010, 101, 350-359. DOI |
10 | J.-C. Chai, J. P. Carter, and S. Hayashi, "Vacuum Consolidation and Its Combination with Embankment Loading", Can Geotech J, 2006, 43, 985-996. DOI ScienceOn |
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