Hello colleagues,
Iam trying to model load test on board pile. I have already a model which is working but not as I need. I think the interaction between pile and soil is not correctly defined. Has someone an experience with this issue.? How I should define the interaction between soil and pile?
Attached .inp file.
Regards
Ziyad
| Attachment | Size |
|---|---|
| LT-8.txt | 587.77 KB |