1. Ahn, S.N, Park, G, Yoon, H.C, Han, J.H, and Jung, J.W (2021) Evaluation of soil-structure interaction in structure models via shaking table test.
Sustainability, Vol. 13, pp. 4995.
2. American Petroleum Institute (API) (2010)
Recommended Practice for Planning, Designing, and Constructing Fixed Offshore Platforms-Working Stress Design.
3. Angelides, D.C, and Roësset, J.M (1981) Nonlinear lateral dynamic stiffness of piles.
Journal of the geotechnical Engineering Division, Vol. 107, No. 11, pp. 1443-1460.
4. ASCE/SEI 7-10 (2010)
Minimum Design Loads for Buildings and Other Structures.
5. Broms, B.B (1964) Lateral resistance of piles in cohesive soils.
Journal of the Soil Mechanics and Foundations Division, Vol. 90, pp. 27-63.
6. Choi, Y, and Ahn, J (2020) Evaluation of p-y curves and p-multiplier of pile groups corresponding to sand properties change based on 3D numerical analysis.
Journal of the Korean Society of Hazard Mitigation, Vol. 20, pp. 207-217.
7. Davisson, M.T (1970) Lateral load capacity of piles.
Proceedings of the 49th Annual Meeting of the Highway Research Board, pp. 104-112.
8. Iai, S (1989) Similitude for shaking table tests on soil-structure-fluid model in 1 g gravitational field.
Soils and Foundation, Vol. 29, pp. 105-118.
9. Kang, H.S (2018).
Dynamic behavior of pile group considering superstructure in sand ground. Ph.D. dissertation, Chungbuk University.
10. Kim, S.H, Ahn, K.K, and Kang, H.S (2018) Dynamic behavior of group piles according to pile cap embedded in sandy ground.
Journal of the Korean Geo-Environmental Society, Vol. 10, No. 19, pp. 35-41.
11. Lee, M.J, Yoo, M.T, Park, J, and Min, K.C (2019) Evaluation of lateral pile behavior under cyclic loading by centrifuge tests.
Journal of Korean Geotechnical Society, Vol. 35, pp. 39-48.
12. Lim, H.S, and Jeong, S (2017) Analysis of dynamic behavior of a single pile in dry sand by 1 g shaking table tests.
Journal of the Korean Geotechnical Society, Vol. 7, No. 33, pp. 17-28.
13. Lim, H.S, and Jeong, S (2018) Simplified p-y curves under dynamic loading in dry sand.
Soil Dynamics and Earthquake Engineering, Vol. 113, pp. 101-111.
14. Matlock, H (1970).
Correlation for design of laterally loaded piles in soft clay. Offshore Technology Conference.
15. Meymand, P.J (1994).
Shaking table scale model tests of nonlinear soil-pile-superstructure interaction in soft clay. Ph.D. dissertation, University of California, 75.
16. O'Neill, M.W, and Murchison, J.M (1983).
An evaluation of p-y relationships in sands. University of Houston.
17. Reese, L.C, Cox, W.R, and Koop, F.D (1974) Analysis of laterally loaded piles in sand.
Proceedings of the Offshore Technology Conference.
18. Rovithis, E, Kirtas, E, and Pitilakis, K (2009) Experimental p-y loops for estimating seismic soil-pile interaction.
Bullein of Earthquake Engineering, Vol. 7, pp. 719-736.
20. Van Ngo, L, Kim, J.-M, Lim, J, and Lee, C (2018) Foundation-soil-foundation interaction of shallow foundations using geo centrifuge:Experimental approach.
Journal of the Korean Geotechnical Society, Vol. 34, pp. 25-35.
21. 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, pp. 1082-1102.
22. Yoo, M.T, Kwon, S.Y, and Lee, I.H (2016) Development of dynamic p-y curve for jacked pile by centrifuge test.
Journal of the Korean Geotechnical Society, Vol. 32, pp. 39-47.