Dynamic failure characteristics of surrounding rocks under different lateral pressure coefficients in deep tunnel transient excavation

A novel transient unloading testing system was adopted to simulate the transient excavation of tunnels under different lateral pressure coefficients (k(0)). The results show that the transient excavation of a tunnel induces significant stress redistributions and concentrations, particle displacement...

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Detalles Bibliográficos
Autores principales: Xu, Ying, Yu, Yuchao, Yao, Wei, Xia, Kaiwen, Tang, Junxi, Zhan, Zhifeng
Formato: Online Artículo Texto
Lenguaje:English
Publicado: Springer International Publishing 2023
Materias:
Research
Acceso en línea:https://www.ncbi.nlm.nih.gov/pmc/articles/PMC9947088/
https://www.ncbi.nlm.nih.gov/pubmed/36845405
http://dx.doi.org/10.1007/s40948-023-00563-x

Internet

https://www.ncbi.nlm.nih.gov/pmc/articles/PMC9947088/
https://www.ncbi.nlm.nih.gov/pubmed/36845405
http://dx.doi.org/10.1007/s40948-023-00563-x

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