User login


You are here

Geostatic procedure for partially saturated soil

Valery.Anpilov's picture

Dear collegues,

I do geostatic procedure for partially saturated soil.

ABAQUS is used.


The model of soil - Cam-Clay. 

Initial stresses in the soil are given. 

The initial pore pressure as well set. 

Material data is fully specified. 

Nevertheless - the program displays an error message:

The sum of initial pressue and elastic tensile strength for the porous elastic material in element 1 instance full-1 must be positive.

May be somybody knows the reason of the message?


I am having the same issue with Abaqus, would you please inform me what did you do to fix this issue.


Thank you

Subscribe to Comments for "Geostatic procedure for partially saturated soil"

Recent comments

More comments


Subscribe to Syndicate