Hi,
I'm working on modeling of BBM cases described in Alonso's paper (1990) using Code_Bright.
My question is: are there is any way to consider the plastic deformations only without considering the soil viscosity parameters?
In other words, how to eliminate the viscosity from the viscoplastic model for unsaturated soils based on BBM?
Thanks a lot,
Beshoy Riad
Viscoplasticity in CB
Moderator: CODE_BRIGHT Team