Large strain correction for tunnel analyses considering hydromechanical coupling and ground anisotropy

The deformations resulting from tunnel analyses for heavily squeezing ground may be very large, necessitating numerical formulations that consider geometric nonlinearity. Alternatively, for a certain class of problems, routine small strain analyses can be performed, and their results can be correcte...

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Detalles Bibliográficos
Autores principales: Natale, Matteo, Nordas, Alexandros N., Kopp, Seraina, Anagnostou, Georgios
Formato: Online Artículo Texto
Lenguaje:English
Publicado: Nature Publishing Group UK 2023
Materias:
Article
Acceso en línea:https://www.ncbi.nlm.nih.gov/pmc/articles/PMC10522681/
https://www.ncbi.nlm.nih.gov/pubmed/37752155
http://dx.doi.org/10.1038/s41598-023-42158-2

Internet

https://www.ncbi.nlm.nih.gov/pmc/articles/PMC10522681/
https://www.ncbi.nlm.nih.gov/pubmed/37752155
http://dx.doi.org/10.1038/s41598-023-42158-2

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