daniel0shd
Geotechnical
- Sep 24, 2012
- 3
im modeling soil. some part are saturated and some must be unsaturated.
my model is a cubic of soil 50*50m. im confused about modelling unsaturated part. what shoud i do. should i assign negative pore pressure to some part? or i have to assign sorption parameter and abaqus will consider itself the unsaturated soil up to the pheriatic line ? i really need ur help.