Effect of over-consolidation and shear rate on the residual strength of soils of silty sand in the Three Gorges Reservoir

Estimation of the residual strength of the soil on the landslide sliding surface is essential for analyzing reactivated landslides. This study investigated the influence of over-consolidation ratio (OCR) and shear rate on the residual strength of SM-type (silty sand) landslide soils in the Three Gor...

Descripción completa

Detalles Bibliográficos
Autores principales: Li, Deying, Yin, Kunlong, Glade, Thomas, Leo, Chin
Formato: Online Artículo Texto
Lenguaje:English
Publicado: Nature Publishing Group UK 2017
Materias:
Article
Acceso en línea:https://www.ncbi.nlm.nih.gov/pmc/articles/PMC5511176/
https://www.ncbi.nlm.nih.gov/pubmed/28710471
http://dx.doi.org/10.1038/s41598-017-05749-4

Internet

https://www.ncbi.nlm.nih.gov/pmc/articles/PMC5511176/
https://www.ncbi.nlm.nih.gov/pubmed/28710471
http://dx.doi.org/10.1038/s41598-017-05749-4

Ejemplares similares