참고문헌
- Beringen, F. L., Windle, D., and Van Hooydonk, W. R. (1979), "Results of Loading Tests on Driven Piles in Sand", Fugro.
- Byrne, P. (1991), "A Cyclic Shear-volume Coupling and Porepressure Model for Sand. in Proceedings", Second International Conference on Recent Advances in Geotechnical Earthquake Engineering and Soil Dynamics. St. Louis, Missouri. March. 1(24): 47-55.
- Cheng, Z. h. and Jeremic, B. (2009), "Numerical Modeling and Simulation of Pile in Liquefiable Soil", Soil Dynamics and Earthquake Engineering, 29(11-12): 1404-16.
- Finn, W. D. L. and Fujita, N. (2002), "Pile in Liquefiable Soils: Seismic Analysis and Design Issues", Soil Dynamics and Earthquake Engineering, 22(9-12): 731-742. https://doi.org/10.1016/S0267-7261(02)00094-5
- Fujii, S., Isemoto, N., Satou, Y., and Kaneko, O. (1998), "Investigation and Analysis of a Pile Foundation Damaged by Liquefaction during the 1995 Hyogoken-Nambu Earthquake. Soils and Foundations", Special issue on geotechnical aspects of the 17 January 1995 Hyogoken-Nambu Earthquake, No.2, pp.179-192.
- Hardin, B. O. and Drnevich, V. P. (1972), "Shear Modulus and Damping in Soils: Design Equations and Curves", Journal of the Soil Mechanics and Foundations Division, ASCE, 98(SM7): 667-692.
- Itasca Consulting Group (2006), "FLAC3D (Fast Lagrangian Analysis of Continua in 3Dimensions) User's Guide", Minnesota, USA.
- Kagawa, T. and Kraft, L. (1981), "Lateral Pile Response During Earthquakes", J. Geotech. Eng., ASCE, 107(12), pp.1713-1731
- Kim, S. H., Kwon, S. Y., Kim, M. M., and Han, J. T. (2012), "3D Numerical Simulation of a Soil-pile System under Dynamic Loading", Marine Georesources and Geotechnology, 30(4): 347-361. https://doi.org/10.1080/1064119X.2012.657997
- Klar, A. and Frydman, S. (2002), "Three-Dimensional Analysis of Lateral Pile Response using Two-Dimensional Explicit Numerical Scheme", Journal of Geotechnical and Geoenvironmental Engineering, 128(9): 775-784. https://doi.org/10.1061/(ASCE)1090-0241(2002)128:9(775)
- Kraft Jr, L. M. (1990), "Computing Axial Pile Capacity in Sands for Offshore Conditions", Marine Georesources & Geotechnology, 9(1): 61-92. https://doi.org/10.1080/10641199009388230
- Kwon, S. Y., Kim, S. J., and Yoo, M. T. (2016), "Numerical Simulation of Dynamic Soil-pile Interaction for Dry Condition Observed in Centrifuge Test", Journal of the Korean Geotechnical Society, 32(4): 5-14. https://doi.org/10.7843/kgs.2016.32.4.5
- Liyanapathirana, D. S. and Poulos, H. G. (2005), "Seismic Lateral Response of Piles in Liquefying Soil", Journal of geotechnical and geoenvironmental engineering, 131(12): 1466-1479. https://doi.org/10.1061/(ASCE)1090-0241(2005)131:12(1466)
- Martin, G. R., Finn, W. D. L., and Seed, H. B. (1975), "Fundamentals of Liquefaction under Cyclic Loading", Journal of Geotechnical and Geoenvironmental Engineering, 101(ASCE# 11231 Proceeding).
- Oka, F., Lu, C. W., Uzuoka, R., and Zhang, F. (2004), "Numerical Study of Structure Soil-group Pile Foundations using an Effective Stress based Liquefaction Analysis Method", In Proceedings: 13th World conference on earthquake engineering, Canada. Vancouver. 3338.
- Popescu R. and Prevost J. H. (1993), "Centrifuge Validation of a Numerical Model for Dynamic Soil Liquefaction", Soil Dynamics and Earthquake Engineering, 12, 73-90. https://doi.org/10.1016/0267-7261(93)90047-U
- Randolph, M. F., Dolwin, R., and Beck, R. (1994), "Design of Driven Piles in Sand", Geotechnique, 44(3): 427-448. https://doi.org/10.1680/geot.1994.44.3.427
- Reddy, E. S., Chapman, D. N., and Sastry, V. V. (2000), "Direct Shear Interface Test for Shaft Capacity of Piles in Sand", Geotechnical Testing Journal, 23(2): 199-205. https://doi.org/10.1520/GTJ11044J
- Seed, H. B. and Idriss, I. M. (1970), "Soil Moduli and Damping Factors for Dynamic Response Analyses", Report to EERC-70/10; Earthquake Engineering Research Center, Univ. of California at Berkeley, Berkeley, CA.
- Wilson, D. W. (1998), "Soil-pile-superstructure Interaction in Liquefying Sand and Soft Clay", Ph.D. dissertation, University of California, Davis. USA.
- Yang, E. K. (2009), "Evaluation of Dynamic p-y Curves for a Pile in Sand from 1g Shaking Table Tests", Ph. D. Dissertation, Seoul National University. South Korea.
- Yao S., and Nogami T. (1994), "Lateral Cyclic Response of Piles in Viscoelastic Winkler Subgrade", J Eng Mech, 120(4): 758-75. https://doi.org/10.1061/(ASCE)0733-9399(1994)120:4(758)