Journal of the Korean Geo-Environmental Society ISSN:1598-0820(Print) 2714-1233(Online) 한국지반환경공학회 논문집

Antonopoulos, C., Tubaldi, E., Carbonari, S., Gara, F. and Dezi, F. (2012), Dynamic behavior of soil-foundation-structure systems subjected to scour, Soil Dynamics and Earthquake Engineering, 42, 49~60.

Cho, D. H., Park, J. H. and Hwang, J. H. (2003), Statistical analysis for natural frequency on the existing bridges through the field loading tests, Journal of Industrial Science and Technology Institute, 17(1), 145~153 (in Korean).

Chortis, G., Askarinejad, A., Prendergast, L. J., Li, Q. and Gavin, K. (2020), Influence of scour depth and type on 𝑝–𝑦 curves for monopiles in sand under monotonic lateral loading in a geotechnical centrifuge, Ocean Engineering, 197, 106838.

Federal Highway Administration (FHWA). (2012), Evaluating Scour at Bridges (Hydraulic Engineering Circular No. 18, 5th ed., FHWA-HIF-12-003). U.S. Department of Transportation, Federal Highway Administration, Washington, DC.

Iai, S. (1989), Similitude for shaking table tests on soil-structure-fluid model in 1 g gravitational field, Soil and Foundations, 29(1), 105~118.

Jia, K., Xu, C., El Naggar, M. H., Zhang, X., Du, X., Dou, P. and Cui, C. (2022), Large-scale shake table testing of pile group-bridge model in inclined liquefiable soils with overlying crusts, Soil Dynamics and Earthquake Engineering, 163, 107509.

Kim, H. T., Kang, H. S., Jeong, K. S. and Ahn, K. K. (2023), Dynamic Behavior Characteristics of Group Piles with Relative Density in Sandy Soil, Journal of the Korean Geo-Environmental Society, 24(9), 33~40 (in Korean).

Li, Q., Prendergast, L. J., Askarinejad, A., Chortis, G. and Gavin, K. (2020), Centrifuge modeling of the impact of local and global scour erosion on the monotonic lateral response of a monopile in sand, Geotechnical Testing Journal, 43(5), 1271~1294.

Li, Q., Askarinejad, A. and Gavin, K. (2021), Impact of scour on lateral resistance of wind turbine monopiles: An experimental study, Canadian Geotechnical Journal, 58(11), 1770~1782. https://doi.org/10.1139/cgj-2020-0219.

Liang, F., Liang, X., Zhang, H. and Wang, C. (2020), Seismic response from centrifuge model tests of a scoured bridge with a pile-group foundation, Journal of Bridge Engineering, 25(8), 04020054, https://doi.org/10.1061/(ASCE)BE.1943-5592.0001594.

Ministry of Land, Infrastructure and Transport (MLIT). (2018), Korean Design Standard for Seismic Design (KDS 17 00 00). Sejong, Republic of Korea.

Mostafa, Y. E. (2012), Effect of local and global scour on lateral response of single piles in different soil conditions, Engineering, 4(6), 297~306. https://doi.org/10.4236/eng.2012.46039.

Seo, J. P. (1989), An Experimental Study on Local Scour Around Group Pile Foundation (Master’s thesis). Graduate School, Myongji University, Republic of Korea (in Korean).

Tawadros, H. W. S., Farag, M. M. N. and Mehanny, S. S. F. (2022), Extent and hierarchy of seismic induced inelastic demands in the substructure system of bridges on piled foundation crossing waterways, Bulletin of Earthquake Engineering, 20, 3889~3919. https://doi.org/10.1007/s10518-022-01350-x.

Ramon Varghese, Boominathan, A., Banerjee, S. and Pakrashi, V. (2024), Influence of embedment on seismic pile group response: Experimental and numerical investigations, Journal of Bridge Engineering, 29(11).

Wang, X., Ye, A., Shang, Y. and Zhou, L. (2019), Shake-table investigation of scoured RC pile-group-supported bridges in liquefiable and nonliquefiable soils, Earthquake Engineering & Structural Dynamics, 48(11), 1217~1237. https://doi.org/10.1002/eqe.3186.

Wang, X., Alipour, A., Wang, J., Shang, Y. and Ye, A. (2023), Seismic resonance behavior of soil-pile-structure systems with scour effects: Shake-table tests and numerical analyses, Ocean Engineering, 283, 115052. https://doi.org/10.1016/j.oceaneng.2023.115052.