Cargando…
Development of the shear displacement of sandy soil due to absorption under constant shear stress for creep failure
Measurement of the displacement and pore pressure in physical model slopes and natural slopes revealed that not only an accelerative increase up to failure but also a decelerative increase occurred in surface displacement under a constant groundwater level, which could be recognized as creep deforma...
Autor principal: | Sasahara, Katsuo |
---|---|
Formato: | Online Artículo Texto |
Lenguaje: | English |
Publicado: |
Nature Publishing Group UK
2022
|
Materias: | |
Acceso en línea: | https://www.ncbi.nlm.nih.gov/pmc/articles/PMC9444999/ https://www.ncbi.nlm.nih.gov/pubmed/36064955 http://dx.doi.org/10.1038/s41598-022-19287-1 |
Ejemplares similares
-
Piezoelectric Ring Bender for Characterization of Shear Waves in Compacted Sandy Soils
por: Kim, Dong-Ju, et al.
Publicado: (2021) -
Effects of shear stress path and roughness on shear creep behavior of marine clay-concrete interface
por: Yao, Wangjing, et al.
Publicado: (2023) -
Hydrous oceanic crust hosts megathrust creep at low shear stresses
por: Tulley, Christopher J., et al.
Publicado: (2020) -
Effect of straw reinforcement on the shearing and creep behaviours of Quaternary loess
por: Xue, Zhong-Fei, et al.
Publicado: (2021) -
Anchoring under shear stress
por: Tuma, Rabiya S.
Publicado: (2005)