Specifically for piles with bulbs.
Dear all
in this cases i have some problems with my software
i used pile foundation but i have wrong failure mechanism
i modeled interface between the pile foundation and soil i used ratio of soil E/C=500
can anyone help me?
best regards
messaoud
Dear Mohan
In the use of beam element with different material properties, you can model a interface between soil and pile.
Panji
For dynamic analysis of pile-soil interaction I use ideal mechanical contact, if pile(s) and soil belong to the same part. This type of contact conditions is straightforward, you do not need imposing any interface conditions.
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