Applicability of the Pile-Supported Embankment in Korea |
Lee, Il-Wha
(Korea Railroad Research Institute)
Kim, Seung-Sun (BON E&C) Lee, Joo-Gong (BON E&C) Shim, Shung-Kyu (BON E&C) Lee, Su-Hyung (Korea Railroad Research Institute) |
1 | BS8006 (1995), British Standard, Code of practice for: Strengthened/reinforced soils and other fills. |
2 | Design criteria for Railroad (road bed) (2011), Korean Rail Network Authority (in Korea). |
3 | Korea Rail Network Authority (2012), "Design of Embankment", KR C-04020. |
4 | Lee, Taehee, Lee, Il-Wha, Lee, Su-Hyung, Jung, and Young-Hoon (2015), "Numerical Analysis on the Effect of Increasing Stiffness of Geosynthetics on Soil Displacement and Pile Efficiency in Piled Embankment on Soft Soil", Journal of the Korean Geotechnical Society, Vol.31, No.4, pp.31-43. DOI |
5 | Low, B.K., Tang, S.K., and Choa, V. (1994), "Arching in Piled Embankments", Journal of Geotechnical Engineering, ASCE., Vol. 120, No.11, pp.1917-1937. DOI |
6 | McNulty, J. W. (1965), "An Experimental Study of Arching in Sand", Technical Report No. I-674, U.S. Army Engineer Waterways Experiment Station, Corps of Engineers, Vicksburg, Mississippi. |
7 | Han, J. and Gabr, M. A. (2002), "Numerical Analysis of Geosyntheticreinforced and Pile-supported Earth Platforms Over Soft Soil", Journal of Geotechnical and Geoenvironmental Engineering, ASCE, Vol.128, No.1, pp.44-53. DOI |
8 | Hewlett, W. J. and Randolph, M. F. (1988), "Analysis of Piled Embankments", Ground Engineering, Vol.21, No.3, pp.12-18. |
9 | The German Geotechnical Society (2011), "Recommendations for Design and Analysis of Earth Structures Using Geosynthetic Reinforcements- EBGEO". |
10 | Van Duijnen, P., Van Eekelen, S.J.M. (2010), "Holland's Firist Railway on a Piled Embankment, Design Against Monitoring" In:Proceedings of 9ICG, Brawil, 2010, pp.1461-1464. |
11 | Van Eekelen, S. J., Bezuijen, A., Lodder, H. J., and Van Tol, A. F. (2012), "Model Experiments on Piled Embankments. Part I", Geotextiles and Geomembranes, Vol.32, pp.69-81. DOI |