Modeling CU behaviour
Modeling CU behaviour
(OP)
I am modeling the consolidated undrained behaviour clayey soil using extended cam clay model. However, I am getting a error called "The sum of initial pressue and elastic tensile strength for the porous elastic material in element 1 must be positive" even though I have changed the material properties. Can some one tell me how can I fix this? Thanks





RE: Modeling CU behaviour
RE: Modeling CU behaviour