Numerical tests on dynamic response of embankment with pile-supported foundation for high-speed railway in soft ground using soil–water coupling elastoplastic FEM
Abstract Embankment with pile-supported foundation (PSF) is widely used for high-speed railway (HSR) built in soft ground. Although extensive studies have been conducted on the effectiveness of PSF in reducing ground vibration via numerical analyses, the soil–water coupling in soft ground and respon...
Saved in:
| Main Authors: | Qiang Huang, Yuqi Wu, Siwei Huang, Guannian Chen, Shiping Zhang, Feng Zhang |
|---|---|
| Format: | Article |
| Language: | English |
| Published: |
Nature Portfolio
2025-02-01
|
| Series: | Scientific Reports |
| Subjects: | |
| Online Access: | https://doi.org/10.1038/s41598-025-89619-4 |
| Tags: |
Add Tag
No Tags, Be the first to tag this record!
|
Similar Items
-
Optimization Analysis of Isolation Pile Parameters for Rail Transit Foundation Pits near High-speed Railway Pile-slab Subgrade
by: HE Shuqi, et al.
Published: (2025-06-01) -
Study on Dynamic Response of Pile Foundation in Elastoplastic Soil Under Horizontal Loads
by: Xiaoqing Gu, et al.
Published: (2024-12-01) -
Assessment of the Interaction of the Combined Piled Raft Foundation Elements Based on Long-Term Measurements
by: Grzegorz Marek Kacprzak, et al.
Published: (2025-05-01) -
Application of Anti-slide Piles in Embankment Reconstruction Work on Soft Soil Foundation
by: YU Minlin
Published: (2021-01-01) -
An Experimental Study on the Seismic Response of Vertical and Batter Pile Foundations at Coral Sand Sites
by: Zhen Huang, et al.
Published: (2025-03-01)