References
- American Petroleum Institute, API (1987), "Recommended Practice for Planning, Designing and Constructing Fixed Offshore Platforms", API Recommendation Practice 2A(RP2A), 17th edition.
- Beringen, F. L., Windle, D., and Van Hooydonk, W. R. (1979), "Results of Loading Tests on Driven Piles in Sand. Recent Developments in the Design and Construction of Piles", Institute of Civil Engineering (ICE).
- Chang, Y. L. (1937), Discussion on "Lateral Pile-Loading Tests" by L. B. Feagin, Proceedings of the ASCE, Vol.62, Issue 1, pp. 139-141.
- Conniff, D. E. and Kiousis, P. D. (2007), "Elastoplastic Medium for Foundation Settlements and Monotonic Soil-Structure Interaction under Combined Loadings", International journal for numerical and analytical methods in geomechanics, Vol.31, No.6, pp.789-807. https://doi.org/10.1002/nag.556
- Hardin, B. O. and V. P. Drnevich. (1972), "Shear Modulus and Damping Soils: 1. Measurement and Parameter Effects, 2. Design Equations and Curves", Technical Reports UKY 27-70-CE 2 and 3, College of Engineering, University of Kentucky, Lexington, Kentucky.
- Itasca Consulting Group (2009), FLAC3D (Fast Lagrangian Analysis of Continua in 3Dimensions) User's Guide, Minnesota, USA.
- Japan Road Association, JRA (2002), Specification for highway bridges.
- Kim, Y. H. and Jeong, S. S. (2009), "Analysis of Laterally Loaded Piles Using Soil Resistance of Wedge Failure Mode", Journal of Korean Geotechnical Society, Vol.25, No.6, pp.59-72.
- Kondner, R. L. (1963), "Hyperbolic Stress-Strain Response: Cohesive Soils", Journal of the Soil Mechanics and Foundations Division, ASCE, Vol.87, No.1, pp.115-144. https://doi.org/10.1061/JSFEAQ.0000479
- Kown, 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, Vol.32, No.4, pp.5-14. https://doi.org/10.7843/kgs.2016.32.4.5
- Kown, S. Y. and Yoo, M. T. (2019), "Evaluation of Dynamic SoilPile-Structure Interactive Behavior in Dry Sand by 3D numerical Simulation", Applied sciences, Vol.9, No.13.
- Lim, H.S. and Jeong, S.S. (2018), "Simplified p-y Curves under Dynamic Loading in Dry Sand", Soil Dynamics and Earthquake Engineering, Vol.113, pp.101-111. https://doi.org/10.1016/j.soildyn.2018.05.017
- Lysmer, J. and Kuhlemeyer, R. L. (1969), "Finite Dynamic Model for Infinite Media", Journal of the Engineering Mechanics Division, Vol.95, No.4, pp.859-878. https://doi.org/10.1061/JMCEA3.0001144
- Matlock, H. (1970), "Correlations for Design of Laterally Loaded Piles in Soft Clay", Offshore technology in civil engineering's hall of fame papers from the early years, 77-94.
- Murchinson, J. M. and O'Neill, M. W. (1984), "Evaluation of p-y Relationships in Cohesionless Soils", Proceedings of the ASCE symposium on analysis and design of pile foundations, pp.174.191.
- National Cooperative Highway Research Program (NCHRP) (2001), Static and Dynamic Lateral Loading of Pile Groups, NCHRP Report 461. Transportation Research Board - National Research Council, pp.13-21.
- Peck, R. B., Hanson, W. E., and Thornburn, T. H. (1974), Foundation Engineering, John Wiley and Sons, Inc., New York, N.Y.
- Rayhani, M. H. and El Naggar, M. H. (2008), "Numerical Modeling of Seismic Response of Rigid Foundation on Soft Soil", International Journal of Geomechanics, Vol.8, No.6, pp.336-346. https://doi.org/10.1061/(ASCE)1532-3641(2008)8:6(336)
- Reese, L. C., Cox, W. R., and Koop, F. D. (1974), "Analysis of Laterally Loaded Piles in Sand", Proceedings of the 6th offshore technology conference, Houston, Texas, pp.473-483.
- Reese, L. C., Cox, W. R., and Koop, F. (1975), "Field Testing and Analysis of Laterally Loaded Piles in Stiff Clay", In 7th offshore technology conference, Vol.2, pp.671-690.
- Remaud, D. (1999), Piles under Lateral Forces: Experimental Study of Piles Group, Ph.D. Thesis, University of Nantes, France.
- Sun, C. G., Cho, C. S., Son, M., and Shin, J. S. (2013), "Correlations between Shear Wave Velocity and In-situ Penetration Test Results for Korean Soil Deposits", Pure and Applied Geophysics, Vol.170, No.3, pp.271-281. https://doi.org/10.1007/s00024-012-0516-2
- Tomisawa, K., Nishimoto, S., and Fukushima, H. (2004), "A Study on the Characteristics of Dynamic Horizontal Subgrade Reaction for Different Types of Ground by Centrifuge Model Experiments using Single Pile Models", In Proc. 13th World Conf. on Earthquake engineering, Vancouver BC, Canada, pp.162.
- Yang, E. K., Choi, J. I., Kown. S. Y., and Kim, M. M. (2011), "Dynamic p-y Backbone Curves from 1g Shaking Table", KSCE Journal of civil engineering, Vol.15, No.5, pp.813-821. https://doi.org/10.1007/s12205-011-1113-0
- Yoo, M.T., Han, J.T., Choi, J.I., and Kwon, S.Y. (2017), "Development of Predicting Method for Dynamic Pile Behavior by using Centrifuge Tests considering the Kinematic Load Effect", Bulletin of Earthquake. Engineering, Vol.15, No.3, pp.967-989. https://doi.org/10.1007/s10518-016-9998-0
- Yoo, M. T. (2013), Evaluation of Dynamic Pile Behavior by Centrifuge Tests considering Kinematic Load Effect, Ph. D. Thesis, Seoul National University, South Korea.
- Yoo, M. T., Choi, J. I., Han, J. T., and Kim, M. M. (2013), "Dynamic p-y Curves for Dry Sand from Centrifuge Tests", Journal of earthquake engineering, Vol.17, No.7, pp.1082-1102. https://doi.org/10.1080/13632469.2013.801377
- Ministry of Construction & Transportation (1997), Seismic Design Criteria Study II.
- Ministry of Land, Transport and Maritime Affairs (2015), Korean Highway Bridge Design Code
- Ministry of Land, Infrastructure and Transport (2018), Korean Construction Standard 17 10 00.