Drained conditions on slope stability
Drained conditions on slope stability
(OP)
Do you know if there is any empirical correlation, paper or research on obtaing c' from SPT data. If you can give some light about; i'm trying to do a slope stability analysis. I know how to estimate peak phi, but, how can I estimate c'. I don't think it should be equal to zero when working with cohesive soils, Medium to stiff cohesive soils (MH as per USCS), when drained condition should govern. Am i right?





RE: Drained conditions on slope stability
RE: Drained conditions on slope stability
RE: Drained conditions on slope stability