References
- American Petroleum Institute (API) (1987), Recommended practice for planning, Designing and constructing fixed offshore platforms, API Recommendation Practice 2A (RP 2A), 17th edition
- Boulanger, R.W., Curras, C.J., Kutter, B.L., Wilson, D.W., and Abghari, A. (1999), "Seismic soil-pile-structure interaction experiments and analyses", Journal of Geotechnical and Geoenvironmental Engineering, Vol.l25, No.9, pp.750-759 https://doi.org/10.1061/(ASCE)1090-0241(1999)125:9(750)
- Dou, H., and Byrne, P.M. (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
- Feng, S., and Wang, J. (2006), "Research on lateral resistance of pile in saturated sand under shake loading", Proceedings of the GeoShanghai Conference, Shanghai, China, Geotechnical Special Publication, No. 150, pp.490-497
- Gibson, A.D. (1996), Physical scale modeling of geotechnical structures at one-g., Ph.D. thesis., California Institute of Technology Pasadena, California., pp.1.l-2.26
- Han, J.T., Kim, M.M., Kim, S.R., and Hwang, J.I. (2007), "Evaluation of the Dynamic Characteristics of Soil-pile System in Liquefiable Ground by Shaking Table Tests", Proceedings of 4th International Conference on Earthquake Geotechnical Engineering, Greece, Thessaloniki, No. 1340
- Iai, S. (1989), "Similitude for shaking table tests on soil-structurefluid model in 19 gravitational field", Soils and Foundations, Vol.29, No.1, pp.105-118 https://doi.org/10.3208/sandf1972.29.105
- Iai, S. and Sugano, T. (1999), "Soil-structure interaction studies through shaking table tests", Proc. of the Second International Conference on Earthquake Geotechnical Engineering, P.S. Seco e Pinto ed., Lisbon, Portugal, Vol.1, pp.365-370
- Janbu, N. (1963), 'Soil compressibility as determined by oedometer and triaxial test', Proceedings of the European Conference on Soil Mechanics and Foundations Engineering, Wiesbaden, Germany, Vol.1, pp.19-25
- Japan Road Association (JRA) (2002), Specification for highway bridges., Part V. Seismic design, Tokyo
- Kim, B.T., Kim, N.K., Lee, W.J., and Kim, Y.S. (2004), "Experi-mental load-transfer curves of laterally loaded piles in Nak-Dong river sand", Journal of Geotechnical and Geoenvironmental Engineering, Vol.130, No.4, pp.416-425 https://doi.org/10.1061/(ASCE)1090-0241(2004)130:4(416)
- Kondner, R.L. (1963), "Hyperbolic stress-strain response: Cohesive soils", J. Soil Mechanics and Foundation Div., ASCE, Vol.89, No.1, pp.115-144
- Liu, L. and Dobry, R. (1995), "Effect of liquefaction on lateral response of piles by centrifuge model tests", National Center for Earthquake Engineering Research (NCEER) Bulletin, Vol.9, No.1, pp.7-11
- 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
- Reese, L.C., Cox, W.R. and Koop, F.D. (1974), "Analysis of laterally loaded piles in sand", Proceedings of the VI Annual Offshore Technology Conference, Houston, pp.473-485
- Scott, R.F. (1980), Analysis of centrifuge pile tests; simulation of pile-driving, Report for the American Petroleum Institute OSAPR Project 13. California Institute of Technology, Pasadena, Calif.
- Ting, J.M., Kauffman, C.R., and Lovicsek, M. (1987), "Centrifuge static and dynamic lateral pile behavior", Canadian Geotechnical Journal, Vol.24, pp.198-207 https://doi.org/10.1139/t87-025
- Wilson, D. (1998), Soil-Pile-Superstrncture Interaction in liquefying sand and soft clay, Ph. D. Dissertation, Univ. of California, Davis, USA., pp.125-156