Analysis of influence of deformation modes of retaining structures on deformation of a side shield tunnel

In the process of foundation pit excavation, different retaining structures and support stiffness may lead to different deformation modes of retaining structures. The soil displacement cause by the deformation of the retaining structure is calculated by the virtual image technique. Meanwhile, the co...

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Detalles Bibliográficos
Autores principales: Wei, Gang, Guo, Binglai, Wang, Zhe, Diao, Hongguo, Wang, Xinquan
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/PMC9676189/
https://www.ncbi.nlm.nih.gov/pubmed/36404363
http://dx.doi.org/10.1038/s41598-022-24534-6

Internet

https://www.ncbi.nlm.nih.gov/pmc/articles/PMC9676189/
https://www.ncbi.nlm.nih.gov/pubmed/36404363
http://dx.doi.org/10.1038/s41598-022-24534-6

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