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  • Users: Kreed14
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  1. Kreed14

    Battered piles with large lateral deflection

    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...

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