Hello
I do geostatic step for fully saturated soil.
ABAQUS is used.
The model of soil is Modified Cam-Clay along with Porous elastic
Initial effective stresses in the soil are given.
The program displays an error message:
"The sum of initial pressure and elastic tensile strength for the porous elastic material in element 1 embankment must be positive"
can anyone knows the reason of the message? and How can fix it?
Thanks
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