BurgoEng
Structural
- Apr 7, 2006
- 68
I have been asked by a co-worker to find out if excavating around the top 6ft of a 45ft friction timber pile (to remove contaminated soil) would impact the capacity of the pile. The piles currently are not supporting any load. They were only driven and are awaiting pouring of pile caps.
The thought is to excavate the top 6ft, and backfill with crushed stone. Intuitively, I would think this should not effect the capacity of the piles, with the thought that most of the strength of the pile is gained deeper down their length and the top 6ft or so is not a factor.
Thoughts?
The thought is to excavate the top 6ft, and backfill with crushed stone. Intuitively, I would think this should not effect the capacity of the piles, with the thought that most of the strength of the pile is gained deeper down their length and the top 6ft or so is not a factor.
Thoughts?