References
- Cho, S. H. and Kim, H. M. (2010), "Characteristics on Pullout Behavior of Belled Tension Pile in Sandy Soils", Journal of the Korea Academia-Industrial Cooperation Society, Vol.11, No.9, pp. 3599-3609. (in Korean with English summary) https://doi.org/10.5762/KAIS.2010.11.9.3599
- Das, B. M. and Seeley, G. R. (1975), "Uplift Capacity of Buried Model Piles in Sand", Journal of the Geotechnical Engineering Division, ASCE, Vol.101, No.10, pp.1091-1094.
- Ha, I. S. and Han, J. T. (2016), "Evaluation of the Allowable Axial Bearing Capacity of a Single Pile Subjected to Machine Vibration by Numerical Analysis", International Journal of Geo-Engineering, Volume 7, Paper no.22. https://doi.org/10.1186/s40703-016-0036-5
- Hosseini, M. A. and Rayhani, M. (2017), "Evolution of Pile Shaft Capacity Over Time in Marine Soils", International Journal of Geo-Engineering, Volume 8, Paper no.12. https://doi.org/10.1186/s40703-017-0049-8
- Jeong, S., Lee, J., and Kim, D. (2013), "A Study on the Ultimate End Bearing Capacity of Drilled Shafts in Rocks", Journal of the Korean Geotechnical Society, Vol.29, No.11, pp.5-15. (in Korean with English summary) https://doi.org/10.7843/KGS.2013.29.11.5
- Kim, J. S. (2008), A Study of Uplift Resistance Capacity of Buried Single Pile in Slope, M.S. Thesis, Gyeongsang National University.
- Kumara, J. J., Kikuchi, Y., and Kurashina, T. (2016), "Effects of the Lateral Stress on the Inner Frictional Resistance of Pipe Piles Driven into Sand", International Journal of Geo-Engineering, Volume 7, Paper no. 1. https://doi.org/10.1186/s40703-016-0015-x
- KS F 2343 (2007), Standard test method for direct shear test of soils under consolidated drained conditions.
- Lim, Y. J. and Seo, S. H. (2002), "Uplift Testing and Load-transfer Characteristics of Model Drilled Shafts in Compacted Weathered Granite Soils", Journal of the Korean Geotechnical Society, Vol.18, No.4, pp.105-117. (in Korean with English summary)
- Meyerhof, G. G. (1959), "Compaction of Sands and Bearing Capacity of Piles", J. S. Mech. Fdtn. Div, ASCE, pp.1-29.
- Meyerhof, G. G. (1976), "Bearing Capacity and Settlement of Pile Foundations", Journal of Geotechnical Engineering, ASCE, 102, No.GT-3, pp.197-228.
- Meyerhof, G. G. and Adams, J. I. (1968), "The Ultimate Uplift Capacity of Foundation", Canadian Geotechnical Journal, Vol.5, No.4, pp.225-244. https://doi.org/10.1139/t68-024
- O'Neill, M. W. and Reese, L. C. (1999), "Drilled Shafts: Construction Procedures and Design Methods", Publication No. FHWA-IF-99-025, Federal Highway Administration.
- O'Neill, M. W., Vipulanandan, C., and Ochoa, M. (1992), "Response of Tension Piles to Simulated Seismic Motion in Saturated Fine Sand", Transportation Research Record No.1336, Washington, DC, pp.17-23.
- Park, J. B. and Chun, Y. S. (2016), "Analytical Study on the Pullout Resistance Characteristics of Bored Pile", LHI Journal, Vol.7, No.4, pp.281-289. (in Korean with English summary)
- Park, J. J., Lee, K. W., You, S. K., and Hong, G. (2017), "Numerical Study on the Effect of Steel Pipe Specification on Pile Behaviour", Journal of the Korean Geotechnical Society, Vol.33, No.5, pp.37-44. (in Korean with English summary) https://doi.org/10.7843/KGS.2017.33.5.37
- Yang, K. H., Huh, J. C., and Park J. J. (2015), "A Study on p-y Curves with Pressuremeter Tests in Jeju Basalt Rock", Journal of the Korean Geosynthetics Society, Vol.14, No.4, pp.129-137. (in Korean with English summary) https://doi.org/10.12814/jkgss.2015.14.4.129
- You, S. K., Hong, G., Gong, Y. R., Ahn, H. C., Lee, K. W., and Choi, C. L. (2017), "A study on Numerical analysis Application for Pullout Resistance Evaluation of Mid-Sized Drilled Shaft", 2017 KSCE Convention, pp.29-30. (in Korean)
- You, S. K., Hong, G., Gong, Y. R., Ahn, H. C., Lee, K. W., and Choi, C. L. (2017), "The Effect of Interface Reduction Factor on Pull-out Resistance Estimation of Pile based on Finite Element Analysis", KGS Fall National Conference 2017.