You are here
Pore fluid pressure
Fri, 2010-05-07 14:41 - ntoohey
I am trying to model a simple 2-D consolidation test in Abaqus. I am essentially applying a distributed line load across the top of a square soil mesh. The excess pore pressures that are generated are plotting as negatives. Is this the expected sign convention for a 2-phase soil/water mesh in compression?
»
- ntoohey's blog
- Log in or register to post comments
- 1798 reads
Recent comments