Dynamic Response and Service Life of Tunnel Bottom Structure Considering Hydro-Mechanical Coupling Effect under the Condition of Bedrock Softening

Due to the long-term coupling effect of a train load and groundwater, the surrounding rock at the tunnel bottom will soften in a certain range and the mechanical parameters of the surrounding rock will decrease, causing the uneven distribution of the confining pressure at the tunnel bottom and affec...

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Detalles Bibliográficos
Autores principales: Wang, Dengke, Luo, Jianjun, Li, Feilong, Wang, Guanqing, Wang, Lei, Su, Jie, Gao, Zhen, Yin, Kunyao
Formato: Online Artículo Texto
Lenguaje:English
Publicado: MDPI 2022
Materias:
Article
Acceso en línea:https://www.ncbi.nlm.nih.gov/pmc/articles/PMC9503200/
https://www.ncbi.nlm.nih.gov/pubmed/36143808
http://dx.doi.org/10.3390/ma15186496

Internet

https://www.ncbi.nlm.nih.gov/pmc/articles/PMC9503200/
https://www.ncbi.nlm.nih.gov/pubmed/36143808
http://dx.doi.org/10.3390/ma15186496

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