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New failure mechanism for evaluating seismic and static undrained bearing capacity adjacent to 2D slope
The seismic or static undrained slip line field theory and Cauchy, Riemann, mixed boundary value problems for undrained soil slopes are derived. A new failure mechanism is proposed to determine the undrained bearing capacity adjacent to slopes. The effects of geometric or strength parameters and sei...
| Autores principales: | , |
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| Formato: | Online Artículo Texto |
| Lenguaje: | English |
| Publicado: |
Nature Publishing Group UK
2023
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| Materias: | |
| Acceso en línea: | https://www.ncbi.nlm.nih.gov/pmc/articles/PMC9889396/ https://www.ncbi.nlm.nih.gov/pubmed/36720930 http://dx.doi.org/10.1038/s41598-023-28415-4 |