Settlement of Driven Piles
Settlement of Driven Piles
(OP)
I have seen engineers using 1% of pile diamater as an estimate for setllement pile when the maximum load (or capacity) is reached. Where did this come from? Any references?
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Settlement of Driven Piles
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RE: Settlement of Driven Piles
RE: Settlement of Driven Piles
For your particular case I wouldn't even begin to quess. If the pile was endbearing then you should look at elastic shortening of the pile.