Partial saturated flow
Partial saturated flow
(OP)
Hi,everybody!
In recent studies ,I found that mechanica-hydraulic coupling problems are hard to converge ,especially with the partial saturation seepage considered at the same time.In the first analysis step ,when the gravity is loaded ,the solution seems to be divergent ,and the procedure will terminate.Not to mention the engineering loads to be applied.I don't know if there are some techniques to better the convergence and make the solution complete.
Any constructive advice or discussion will be appreciated!
Thank you!
In recent studies ,I found that mechanica-hydraulic coupling problems are hard to converge ,especially with the partial saturation seepage considered at the same time.In the first analysis step ,when the gravity is loaded ,the solution seems to be divergent ,and the procedure will terminate.Not to mention the engineering loads to be applied.I don't know if there are some techniques to better the convergence and make the solution complete.
Any constructive advice or discussion will be appreciated!
Thank you!





RE: Partial saturated flow
I have the same mechanica-hydraulic coupling problem.
In the end, have you found a solution?
How you have resolved this problem?
Thanks
RE: Partial saturated flow
RE: Partial saturated flow
RE: Partial saturated flow
RE: Partial saturated flow
I have resovled my problem in july and then forgot to login the forum. I appreciate your advice.