Rate-dependency of residual shear strength of soils: implications for landslide evolution
Shear-rate weakening or strengthening behaviours can effectively control landslide runouts, defining sudden runaway sliding or years-long slow-creep phases. These behaviours are partly controlled by the properties of the basal material. Understanding its stress–strain–time response is crucial in phy...
- Autores:
-
Duque, J.
Loche, M.
Scaringi, G.
- Tipo de recurso:
- Article of investigation
- Fecha de publicación:
- 2023
- Institución:
- Corporación Universidad de la Costa
- Repositorio:
- REDICUC - Repositorio CUC
- Idioma:
- eng
- OAI Identifier:
- oai:repositorio.cuc.edu.co:11323/10567
- Acceso en línea:
- https://hdl.handle.net/11323/10567
https://repositorio.cuc.edu.co/
- Palabra clave:
- Landslide
Residual shear strength
Shear-rate effect
Velocity strengthening
Velocity weakening
- Rights
- embargoedAccess
- License
- Atribución 4.0 Internacional (CC BY 4.0)