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

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