Evaluation method of surrounding rock stability: Failure approach index theory of strain limit analysis for engineering applications

In general, the ultimate parameter selection method of the failure approach index theory among the three-dimensional problems in geotechnical engineering is unclear in theory, and the symbol convention of the failure approach index in engineering calculation is contrary to the stipulation of the num...

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Detalles Bibliográficos
Autores principales: Xiong, Lijun, Yuan, Haiping, Li, Hengzhe, Wang, Yixian, Liu, Xiaohu, Ye, Chenxu, Wang, Wenhui
Formato: Online Artículo Texto
Lenguaje:English
Publicado: Public Library of Science 2022
Materias:
Research Article
Acceso en línea:https://www.ncbi.nlm.nih.gov/pmc/articles/PMC9778588/
https://www.ncbi.nlm.nih.gov/pubmed/36548279
http://dx.doi.org/10.1371/journal.pone.0279302

Internet

https://www.ncbi.nlm.nih.gov/pmc/articles/PMC9778588/
https://www.ncbi.nlm.nih.gov/pubmed/36548279
http://dx.doi.org/10.1371/journal.pone.0279302

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