Undrained stability of dual tunnels in layered soils with different strength

The stability of dual circle tunnels buried in layered soils with different shear strengths was investigated by using finite element limit analysis (FELA). The emphasis of this study is in quantitating that the existing tunnels affects the newly-built one, and design suggestions have been provided e...

Descripción completa

Detalles Bibliográficos
Autores principales: Zeng, Yongge, Zeng, Tianqin, Wu, Gaoqiao
Formato: Online Artículo Texto
Lenguaje:English
Publicado: Nature Publishing Group UK 2022
Materias:
Article
Acceso en línea:https://www.ncbi.nlm.nih.gov/pmc/articles/PMC9232520/
https://www.ncbi.nlm.nih.gov/pubmed/35750793
http://dx.doi.org/10.1038/s41598-022-14998-x

Internet

https://www.ncbi.nlm.nih.gov/pmc/articles/PMC9232520/
https://www.ncbi.nlm.nih.gov/pubmed/35750793
http://dx.doi.org/10.1038/s41598-022-14998-x

Ejemplares similares