Analysis on Damage and Mechanical Properties of Ballastless Track in a Tunnel after a Fire

In order to explore the damage and mechanical properties of ballastless track after a fire, the uniaxial compressive strength, shear strength, peak strain, and elastic modulus changes due to temperature were obtained through uniaxial compressive and shear tests of concrete after exposure to high tem...

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Detalles Bibliográficos
Autores principales: Ma, Hujun, Chen, Wei, Li, Xiang, Xu, Qingyuan, Lou, Ping, Tong, Chencai
Formato: Online Artículo Texto
Lenguaje:English
Publicado: MDPI 2022
Materias:
Article
Acceso en línea:https://www.ncbi.nlm.nih.gov/pmc/articles/PMC9571199/
https://www.ncbi.nlm.nih.gov/pubmed/36234054
http://dx.doi.org/10.3390/ma15196712

Internet

https://www.ncbi.nlm.nih.gov/pmc/articles/PMC9571199/
https://www.ncbi.nlm.nih.gov/pubmed/36234054
http://dx.doi.org/10.3390/ma15196712

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