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Pole Embedment Formula[Subject Prev][Subject Next][Thread Prev][Thread Next]
- To: seaint(--nospam--at)seaint.org
- Subject: Pole Embedment Formula
- From: SDGSE(--nospam--at)aol.com
- Date: Thu, 16 Sep 1999 23:02:46 EDT
Thanks for the insight Charles. Most soil engineers specify a point of fixity at a certain distance below the bedrock surface, implying piles may be considered fixed at that point. I wanted to know if anybody has ever considered this as a restrained condition in their actual designs. Oshin Tosounian, S.E.
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