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Undrained stability of braced excavations in clay considering the nonstationary random field of undrained shear strength
The basal heave stability of supported excavations is an essential problem in geotechnical engineering. This paper considers the probabilistic analysis of basal heave stability of supported excavations with spatially random soils by employing the random adaptive finite element limit analysis and Mon...
| 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/PMC10432409/ https://www.ncbi.nlm.nih.gov/pubmed/37587210 http://dx.doi.org/10.1038/s41598-023-40608-5 |