Evaluation of Dynamic Interactions Between Sloped Ground and Pile Through Centrifuge Model Tests

References

• Abdoun, T., R. Dobry, T. F. Zimmie, and M. Zeghal. 2005. Centrifuge research of countermeasures to protect pile foundations against liquefaction-induced lateral spreading. Journal of Earthquake Engineering 9 (spec01):105–25. doi:10.1080/13632460509350581.
   Google Scholar
• Adamidis, O., and G. S. P. Madabhushi. 2015. Use of viscous pore fluids in dynamic centrifuge modelling. International Journal of Physical Modelling in Geotechnics 15 (3):141–49. doi:10.1680/jphmg.14.00022.
   Web of Science ®Google Scholar
• Boulanger, R. W., D. W. Wilson, B. L. Kutter, and A. Abghari. 1997. Soil-pile-superstructure interaction in liquefiable sand. Transportation Research Record 1569 (1):55–64. doi:10.3141/1569-07.
   Google Scholar
• Dehghanpoor, A., D. Thambiratnam, T. Chan, E. Taciroglu, G. Kouretzis, and Z. Li. 2021. Coupled horizontal and vertical component analysis of strong ground motions for soil–pile–superstructure systems: Application to a bridge pier with soil–structure interaction. Journal of Earthquake Engineering 25 (11):2202–30. doi:10.1080/13632469.2019.1625829.
   Web of Science ®Google Scholar
• Dobry, R., 1995. Centrifuge modeling of liquefaction effects during earthquake. First International Conference on Earthquake Geotechnical Engineering (IS-TOKYO), 14–16. Rotterdam, Tokyo, Japan: A.A. Balkema.
   Google Scholar
• Dow Chemical Company. 2002. Methocel cellulose ethers technical handbook.
   Google Scholar
• Garala, T. K., and G. S. P. Madabhushi. 2021. Influence of phase difference between kinematic and inertial loads on seismic behaviour of pile foundations in layered soils. Canadianㅇ Geotechnical Journal 58 (7):1005–22. doi:10.1139/cgj-2019-0547.
   Web of Science ®Google Scholar
• Haiderali, A. E., and G. Madabhushi. 2016. Evaluation of curve fitting techniques in deriving p–y curves for laterally loaded piles. Geotechnical and Geological Engineering 34 (5):1453–73. doi:10.1007/s10706-016-0054-2.
   Google Scholar
• Hughes, F. E., and S. P. G. Madabhushi. 2018. The importance of vertical accelerations in liquefied soils. 9th International Conference on Physical Modelling in Geotechnics, Taylor and Francis Group, London, UK, 967–73.
   Google Scholar
• Kim, D. S., N. R. Kim, Y. W. Choo, and G. C. Cho. 2013. A newly developed state-of-the-art geotechnical centrifuge in Korea. KSCE Journal of Civil Engineering 17 (1):77–84. doi:10.1007/s12205-013-1350-5.
   Web of Science ®Google Scholar
• Ko, K. W., H. J. Park, J. G. Ha, S. Jin, Y. H. Song, M. J. Song, and D. S. Kim. 2019. Evaluation of dynamic bending moment of disconnected piled raft via centrifuge tests. Canadian Geotechnical Journal 56 (12):1917–28. doi:10.1139/cgj-2018-0248.
   Web of Science ®Google Scholar
• Lombardi, D., and S. Bhattacharya. 2016. Evaluation of seismic performance of pile‐supported models in liquefiable soils. Earthquake Engineering and Structural Dynamics 45 (6):1019–38. doi:10.1002/eqe.2716.
   Web of Science ®Google Scholar
• Manandhar, S., S. N. Kim, J. G. Ha, K. W. Ko, M. G. Lee, and D. S. Kim. 2021. Liquefaction evaluation using frequency characteristics of acceleration records in KAIST centrifuge tests for LEAP. Soil Dynamics and Earthquake Engineering 140:106332. doi:10.1016/j.soildyn.2020.106332.
   Web of Science ®Google Scholar
• MATLAB. 2016. MATLAB version R2016a, computer program. Natick, MA-USA: The Mathworks Inc.
   Google Scholar
• McCullough, N. J., S. E. Dickenson, S. M. Schlechter, and J. C. Boland. 2007. Centrifuge seismic modeling of pile-supported wharves. Geotechnical Testing Journal 30 (5):349–59. doi:10.1520/GTJ14066.
   Web of Science ®Google Scholar
• MOF (Ministry of Oceans and Fisheries). 2014. Design standards of harbour and port. Sejong, Korea: Ministry of Oceans and Fisheries (in Korean).
   Google Scholar
• Nguyen, B. N., N. X. Tran, J. T. Han, and S. R. Kim. 2018. Evaluation of the dynamic p–yp loops of pile-supported structures on sloping ground. Bulletin of Earthquake Engineering 16 (12):5821–42. doi:10.1007/s10518-018-0428-3.
   Web of Science ®Google Scholar
• Nozu, A., K. Ichii, and T. Sugano. 2004. Seismic design of port structures. Journal of Japan Association for Earthquake Engineering 4 (3):195–208. doi:10.5610/jaee.4.3_195.
   Google Scholar
• Okamura, M., and T. Inoue. 2012. Preparation of fully saturated models for liquefaction study. International Journal of Physical Modelling in Geotechnics 12 (1):39–46. doi:10.1680/ijpmg.2012.12.1.39.
   Web of Science ®Google Scholar
• PIANC (International Navigation Association). 2001. Seismic design guidelines for port structures. Rotterdam, Netherlands: International Navigation Association. doi:10.1201/9780367800369.
   Google Scholar
• Schofield, A. N., 1981. Dynamic and earthquake geotechnical centrifuge modelling. Proceedings: first international conference on recent advanced in geotechnical earthquake engineering and soil dynamics, St. Louis, MO, Earthquake Engineering and Soil Dynamics, 1081–100.
   Google Scholar
• Stewart, D. P., Y. R. Chen, and B. L. Kutter. 1998. Experience with the use of methylcellulose as a viscous pore fluid in centrifuge models. Geotechnical Testing Journal 21 (4):365–69. doi:10.1520/GTJ11376J.
   Web of Science ®Google Scholar
• Takahashi, A., and J. Takemura. 2005. Liquefaction-induced large displacement of pile-supported wharf. Soil Dynamics and Earthquake Engineering 25 (1):811–25. doi:10.1016/j.soildyn.2005.04.010.
   Google Scholar
• Taylor, R. E. 2014. Geotechnical centrifuge technology. London: CRC Press.
   Google Scholar
• Tobita, T., S. Iai, L. von der Tann, and Y. Yaoi. 2011. Application of the generalised scaling law to saturated ground. International Journal of Physical Modelling in Geotechnics 11 (4):138–55. doi:10.1680/ijpmg.2011.11.4.138.
   Web of Science ®Google Scholar
• Tokimatsu, K., H. Suzuki, and M. Sato. 2005. Effects of inertial and kinematic interaction on seismic behavior of pile with embedded foundation. Soil Dynamics and Earthquake Engineering 25 (7–10):753–62. doi:10.1016/j.soildyn.2004.11.018.
   Web of Science ®Google Scholar
• Tran, N. X., T. Bong, and S. R. Kim. 2022. Kinematic and inertial interaction of single and group piles in slope by displacement phase relation. Journal of Earthquake Engineering 26 (7):3639–59. doi:10.1080/13632469.2020.1813661.
   Web of Science ®Google Scholar
• Wilson, D. W., R. W. Boulanger, and B. L. Kutter. 1999. Lateral resistance of piles in liquefying sand. Proceesings: Offshore Technology Research Center Conference, 165–79. Austin, Texas, USA: ASCE.
   Google Scholar
• Yoo, M. T., J. I. Choi, J. T. Han, and M. M. Kim. 2013. Dynamic P-Y curves for dry sand from centrifuge tests. Journal of Earthquake Engineering 17 (7):1082–102. doi:10.1080/13632469.2013.801377.
   Web of Science ®Google Scholar
• Yoo, M. T., J. T. Han, J. I. Choi, and S. Y. Kwon. 2017. Development of predicting method for dynamic pile behavior by using centrifuge tests considering the kinematic load effect. Bulletin of Earthquake Engineering 15 (3):967–89. doi:10.1007/s10518-016-9998-0.
   Web of Science ®Google Scholar
• Yoo, B. S., B. Y. Hwang, N. X. Tran, J. W. Yun, and S. R. Kim. 2023. Evaluation of liquefaction-induced lateral force on pile in slope by centrifuge tests. KSCE Journal of Civil Engineering 27 (3):1033–41. doi:https://doi.org/10.1007/s12205-023-1163-0.
   Web of Science ®Google Scholar
• Yun, J. W., and J. T. Han. 2020. Dynamic behavior of pile-supported structures with batter piles according to the ground slope through centrifuge model tests. Applied Sciences 10 (16):5600. doi:10.3390/app10165600.
   Google Scholar
• Yun, J. W., and J. T. Han. 2021. Evaluation of soil spring methods for response spectrum analysis of pile-supported structures via dynamic centrifuge tests. Soil Dynamics and Earthquake Engineering 141:106537. doi:10.1016/j.soildyn.2020.106537.
   Web of Science ®Google Scholar
• Yun, J. W., J. T. Han, and J. K. Kim. 2022. Evaluation of the virtual fixed-point method for seismic design of pile-supported structures. KSCE Journal of Civil Engineering 26 (2):596–605. doi:10.1007/s12205-021-0422-1.
   Web of Science ®Google Scholar
• Yun, J. W., J. T. Han, and S. R. Kim. 2019. Evaluation of virtual fixed points in the response spectrum analysis of a pile-supported wharf. Géotechnique Letters 9 (3):238–44. doi:10.1680/jgele.19.00013.
   Web of Science ®Google Scholar
• Zhang, S., Y. Wei, X. Cheng, T. Chen, X. Zhang, and Z. Li. 2020. Centrifuge modeling of batter pile foundations in laterally spreading soil. Soil Dynamics and Earthquake Engineering 135:106166. doi:10.1016/j.soildyn.2020.106166.
   Web of Science ®Google Scholar