How to calculate stability of Abutment with bored pile?

Hi - If you could please email me at katie.aguilar "at" bentley "dot" com (replace the items in quotes with the actual symbol) I can help you better. In Abutment, slip is evaluated. But not with piles. You can transfer the foundation to the Pile Group program if you have it. Also, in the slope stability program you can model the pile with special properties to evaluate for global stability. I can send you an example if you like.