Active earth pressure against flexible retaining wall for finite soils under the drum deformation mode

A reasonable method is proposed to calculate the active earth pressure of finite soils based on the drum deformation mode of the flexible retaining wall close to the basement’s outer wall. The flexible retaining wall with cohesionless sand is studied, and the ultimate failure angle of finite soils c...

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Detalles Bibliográficos
Autores principales: Hu, Weidong, Zhu, Xinnian, Zeng, Yongqing, Liu, Xiaohong, Peng, Chucai
Formato: Online Artículo Texto
Lenguaje:English
Publicado: Nature Publishing Group UK 2022
Materias:
Article
Acceso en línea:https://www.ncbi.nlm.nih.gov/pmc/articles/PMC8752806/
https://www.ncbi.nlm.nih.gov/pubmed/35017579
http://dx.doi.org/10.1038/s41598-021-04411-4

Internet

https://www.ncbi.nlm.nih.gov/pmc/articles/PMC8752806/
https://www.ncbi.nlm.nih.gov/pubmed/35017579
http://dx.doi.org/10.1038/s41598-021-04411-4

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