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Field Investigation of the Dynamic Response of Culvert–Embankment–Culvert Transitions in a High-Speed Railway

The stiffnesses of embankments and culverts differ in the transition sections of high-speed railways (HSRs) due to their different supporting conditions. The dynamic irregularity caused by the different stiffnesses makes this transition area the weakest part of high-speed railways. Graded crushed st...

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Detalles Bibliográficos
Autores principales:	Hu, Ping, Liu, Huo, Tang, Yi-Zhi, Lin, Yu-Liang
Formato:	Online Artículo Texto
Lenguaje:	English
Publicado:	MDPI 2023
Materias:	Article
Acceso en línea:	https://www.ncbi.nlm.nih.gov/pmc/articles/PMC10489146/ https://www.ncbi.nlm.nih.gov/pubmed/37687527 http://dx.doi.org/10.3390/ma16175832

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