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Experimental and Numerical Study of the Dynamic Response of XCC Pile–Raft Foundation under High-Speed Train Loads

A series of dynamic large-scale model tests and three-dimensional finite element analyses were conducted to investigate the dynamic response of track embankment and XCC pile-raft composite foundation in soft soil for a ballastless high-speed railway under moving train loads. The results indicate tha...

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Bibliografski detalji
Glavni autori: Qiang Fu, Jie Yuan
Format: Artigo
Jezik:Inglês
Izdano: MDPI AG 2021-10-01
Serija:Applied Sciences
Teme:
Online pristup:https://www.mdpi.com/2076-3417/11/19/9260
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