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...
hi. i wanna evaluate the effects of Dynamic loading on unsaturated soil. it seems i should use pore water pressure elements which is compatible with soil Analysis. any body knows about dynamic loading in soil Analysis? when i model it i cant run completely. is it possible to have good result by...
