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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...
| Autores principales: | , , , , , , |
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| Formato: | Online Artículo Texto |
| Lenguaje: | English |
| Publicado: |
Public Library of Science
2022
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| Materias: | |
| 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 |