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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...
| Autores principales: | , , , |
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| Formato: | Online Artículo Texto |
| Lenguaje: | English |
| Publicado: |
MDPI
2023
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| Materias: | |
| 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 |