Hi 1503-44,
Thanks for you quick response on my question. That makes sense that in order to avoid the pile from going into lateral deflection, the soil would need to be perfectly rigid. It also makes sense that the resultant force would need to be in the angle of my battered pile in order to...
Hi all,
I'm designing a retaining wall with battered piles. The piles are fixed in the pile cap, and when I apply the loading in the Ensoft GROUP program, I get an error for excessive deflection. My piles are extending down to a bedrock layer, so ideally, the battered piles would be able to...
