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| Evaluation of p-y Curves and p-multiplier of Pile Groups Corresponding to Sand Properties Change Based on 3D Numerical Analysis |
| Yongjin Choi, Jaehun Ahn |
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J. Korean Soc. Hazard Mitig.. 2020;20(4):207-217. Published online August 31, 2020 DOI: https://doi.org/10.9798/KOSHAM.2020.20.4.207 |
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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. 2020;20(4):207-217  A numerical model for the dynamic analysis of inclined pile groups Earthquake Engineering & Structural Dynamics. 2015;45(1):45-68 A modulus-multiplier approach for non-linear analysis of laterally loaded pile groups International Journal for Numerical and Analytical Methods in Geomechanics. 2007;31(9):1117-1145 Response Evaluation of Axially Loaded Fixed Head Pile Groups Using 3D Nonlinear Analysis Soils and Foundations. 2004;44(2):31-39 Author Correction: Numerical Evaluation of Soil-Pile-Structure Interaction Effects in Nonlinear Analysis of Seismic Fragility Curves Transportation Infrastructure Geotechnology. 2021; Study on the Dynamic Soil-Pile-Structure Interactive Behavior in Liquefiable Sand by 3D Numerical Simulation Applied Sciences. 2020;10(8):2723 Evaluation of Dynamic Soil-Pile-Structure Interactive Behavior in Dry Sand by 3D Numerical Simulation Applied Sciences. 2019;9(13):2612 Preliminary 3D numerical pushover analysis of laterally loaded pile groups IOP Conference Series: Materials Science and Engineering. 2020;930(1):012033 Numerical study of the 3D failure envelope of a single pile in sand Computers and Geotechnics. 2014;62:11-26 Numerical Evaluation of Soil-Pile-Structure Interaction Effects in Nonlinear Analysis of Seismic Fragility Curves Transportation Infrastructure Geotechnology. 2021;9(2):155-172 |
