참고문헌
- American Association of State Highway and Transportation Officials (AASHTO) (2012), AASHTO LRFD Bridge Design Specifications, 6th ed, Washington, DC.
- American Petroleum Institute (API) (2000), Recommended Practices for Planning, Designing and Constructing Fixed Offshore Platforms, API recommendation practice 2A (RP 2A), 21th edn.
- Boulanger, R.W., Curras, C.J., Kutter, B.L., Winson, D.W., and Abghari, A. (1999), "Seismic Soil-Pile-Structure Interaction Experi- ments and Analyses", Journal of Geotechnical and Geoenvironmental Engineering, Vol.125, No.9, pp.750-759. https://doi.org/10.1061/(ASCE)1090-0241(1999)125:9(750)
- Brandenberg, S.J., Wilson, D.W., and Rashid, M. (2010), "Weighted Residual Numerical Differentiation Algorithm Applied to Experimental Bending Moment Data", Journal of Geotechnical and Geoenvironmental Engineering, Vol.136, No.6, pp.854-863. https://doi.org/10.1061/(ASCE)GT.1943-5606.0000277
- Brown, D., Morrison, C., and Reese, L.C. (1988), "Lateral Load Behavior of Pile Group in Sand", Journal of Geotechnical and Geoenvironmental Engineering, Vol.114, No.11, pp.1261-1276. https://doi.org/10.1061/(ASCE)0733-9410(1988)114:11(1261)
- Dou, H. and Byrne. P. (1996), "Dynamic Response of Single Piles and Soil-Pile Interaction", Canadian Geotechnical Journal, Vol.33, No.1, pp.80-96. https://doi.org/10.1139/t96-025
- EL Naggar, M. and Novak, M. (1996), "Nonlinear Analysis for Dynamic Lateral Pile Response", Soil Dynanmic and Earthquake Engineering, Vol.15, No.4, pp.233-244. https://doi.org/10.1016/0267-7261(95)00049-6
- Fayyazi, S., Taiebat, M., and Finn, W. (2014), "Group Reduction Factors for Analysis of Laterally Loaded Pile Groups", Canadian Geotechnical Journal, Vol.51, pp.758-769. https://doi.org/10.1139/cgj-2013-0202
- Gerolymos, N., Escoffier, S., Gazetas, G., and Garnier, J. (2009), "Numerical Modeling of Centrifuge Cyclic Lateral Pile Load Experiments", Earthquake Engineering and Engineering Vibration, Vol.8, No.1, pp.61-76. https://doi.org/10.1007/s11803-009-9005-8
- Haiderali, A.E. and Madabhushi, G. (2016), "Evaluation of Curve Fitting Techniques in Deriving p-y Curves for Laterally Loaded Piles", Geotechnical and Geological Engineering, Vol.34, No.5, pp.1453-1473. https://doi.org/10.1007/s10706-016-0054-2
- Khari, M., Kassim, K.A., and Adnan, A. (2014), "Development of p-y Curves of Laterally Loaded Piles in Cohesionless Soil", The Sciencetific World Journal, Vol.2014, pp.9171741-9171748.
- Kim, S.R., Kim, S.H., Chung, C.K., and Kim, M.M. (2002), "The Evaluation of Dynamic Group Pile Effect by the Analysis of Experimental p-y Curves", Journal of The Korean Geotechnical Society, Vol.18, No.1, pp.127-132. (in Korean)
- Kondner, R.L. (1963), "Hyperbolic Stress-Strain Response:Cohesive Soils", Journal of Soil Mechanics and Foundation Division, ASCE, Vol.87, No.1, pp.115-144.
- Madabhushi, G. (2014), Centrifuge Modelling for Civil Engineering.
- Matlock, H. (1970), "Correlations for Design of Laterally Loaded Piles in Soft Clay", In: Proceeding of the 2nd annual offshore technology conference, Vol 1, Houston, Texas, pp.577-594.
- McVay, M., Casper, R., and Shang, T. (1998), "Centrifuge Testing of Large Laterally Loaded Pile Groups in Sands", Journal of Geotechnical and Geoenvironmental Engineering, Vol.124, No.10, pp.1016-1026. https://doi.org/10.1061/(ASCE)1090-0241(1998)124:10(1016)
- Mezazigh, S. and Levacher, D. (1998), "Laterally Loaded Piles in Sand: Slope Effect on p-y Reaction Curves", Canadian Geotechnical Journal, Vol.35, pp.433-441. https://doi.org/10.1139/t98-016
- Ministry of Land, Infrastructure and Transport (1999), Korean Seismic Design Guideline (in Korean).
- Murchinson, J.M. and O'Neill, M.W. (1984), "Elevation of p-y Relationships in Cohesionless Soils", In: Meyer JR (ed) Analysis Design Pile Foundation. ASCE, New York, pp.174-191.
- National Cooperative Highway Research Program (2001), Static and Dynamic Lateral Loading of Pile Groups, NCHRP Rept 461, Transportation Res Board - Natl Res Council, pp.13-21.
- Opensees Command Language Manual (2007).
- Reese, L.C., Cox, W.R., and Koop, F.D. (1974), "Analysis of Laterally Loaded Piles in Sand", Proc. of the 6th Offshore Technology Conference, Paper 2080, Houston, Texas, pp.473-483.
- Reese, L.C. and Van Impe, W.R. (2001), Single Piles and Pile Groups under Lateral Loading, Balkema, Rotterdam.
- Wilson, D.W. (1998), Soil-Pile-Superstructure Interaction in Liquefying Sand and Soft Cay. Ph.D. Dissertation, University of California at Davis.
- Yang, E.K., Choi, J.I., Han, J.T., and Kim, M.M. (2010), "Evaluation of Dynamic Group Pile Effect in Sand by 1g Shaking Table Tests", ournal of The Korean Geotechnical Society, Vol.26, No.8, pp.77-88. (in Korean).
- Yang, E.K., Jeong, S., Kim, J.H., and Kim, M.M. (2011), "Dynamic p-y Backbone Curves from 1g Shaking Table Tests", KSCE Journal of Civil Engineering, Vol.15, No.5, pp.813-821. https://doi.org/10.1007/s12205-011-1113-0
- Yoo, M.T., Cha, S.H., Kim, M.M., Choi, J.I., and Han, J.T. (2012), "Evaluation of Dynamic Group-Pile Effect in Dry Sand by Centrifuge Model Tests", International Joural of Offshore and Polar Engineering, Vol.22, No.2, pp.165-171.
- Yoo, M.T., Choi, J.I., Han, J.T., and Kim, M.M. (2013), “Dynamic p-y Curves for Dry Sand by Dynamic Centrifuge Tests”, Journal of Earthquake Engineering, Vol.17, No.7, pp.1082-1102. https://doi.org/10.1080/13632469.2013.801377