Dear all,
I am doing a plain strain consolidation analysis in ABAQUS. I know ABAQUS take compressive stress negative which is opposite to the sign convention used in soil mechanics.
I want to confirm the sign of the pore pressure used in ABAQUS to calculate the effective stress for geostatic stress.
What I specify as initial geostatic stress is,
effective stress = -bulk unit weight*depth + pore pressure
Initial pore pressure is negative.
Thanks in advance,
with regards,
Hansini