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...

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Detalles Bibliográficos
Autores principales: Tanapalungkorn, Weeradetch, Yodsomjai, Wittawat, Keawsawasvong, Suraparb, Nguyen, Thanh Son, Chim-Oye, Weeraya, Jongpradist, Pornkasem, Likitlersuang, Suched
Formato: Online Artículo Texto
Lenguaje:English
Publicado: Nature Publishing Group UK 2023
Materias:
Article
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

Internet

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

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